Baluster/Spindle - the vertical member, plain or decorative,
that acts as the infill between the handrail and baserail (or
tread if cut string).

Baluster/Spindle - the vertical member, plain or decorative,
that acts as the infill between the handrail and baserail (or
tread if cut string).
Balustrading - the collective name for the complete assembly
of handrails, baserails, newels, spindles and caps.

Bullnose Step - usually at the bottom of the stairs with one or
both ends of the step having a quarter circle design.

Closed String - a string with the face housed/trenched to
accommodate treads and risers so their profile cannot be seen.

Continuous Handrail - using straight lengths of handrail
connected to handrail fittings and ramps, the handrail flows over
the tops of newel turnings creating a continuous run of handrail.

Curtail Step - a decorative shaped step at the bottom of the
stairs usually accommodating the volute and volute newel
turning of the Continuous Handrail System.

Cut or Open String - a string with the upper edge cut away
to the shape of the treads and risers so that their profile can be
seen from the side.

Going - the going of a flight of stairs is the horizontal distance
between the face of the first and last risers. The individual
going of a step is measured from face of riser to face of riser
and for domestic use should be a minimum of 220mm.

Newel - accommodates the strings, handrails and treads/risers
of stairs.

Nosing - the edge of the tread projecting beyond the face of
the riser and the face of a cut string.

Pitch - the angle between the pitch line and the horizontal.

Pitch Line - the notional line connecting the nosings of all
treads in a flight of stairs.

Rake - the pitch of the stairs.

Rise - the rise of a flight is the vertical distance between the
floors or landings connected by the flight. The individual rise is
the vertical measurement from top of tread to top of tread.

Riser - the board that forms the face of the step. The
maximum individual rise for domestic flights is 220mm.

Staircase - the entire structure relating to a stair, comprising
steps, treads, risers, strings, balustrading, landings etc.

Stairway/Stairwell - the space/void provided for the stairs.

Stelten - Stelten is the Handrail Fixing we use on our Staircases
Stelten is Short for Steel Tenon

Step - the tread and riser combined.

String Margin - the distance between the top of the string
and the pitch line measured at 90° to the pitch line.

Tread - the top or horizontal surface of a step.

Volute - The detail like a Scroll at the entry of a handrail, sometimes called a Monkey's Tail, - New Ascending Volute

Wall String - the string of a staircase fixed flush with a wall.
Winders - are radiating steps narrower at one end that are
used to change the direction of a stairs through 90° or 180°.

PENGUMUMAN

Kepada seluruh calon pengunjung owabong kabupaten purbalingga

Bahwa pada:

Hari/tanggal : selasa, 27 september 2011

Owabong akan TUTUP

karena akan di gunakan suntuk perlombaan renang kabupaten purbalingga

owabong akan di buka kembali pada tanggal 28 september 2011.

Mohon maaf atas ketidaknyamanan ini dan terima kasih atas perhatian anda.

Untuk info lebih lanjut hubungi : xballfoREVer 1234-5678-912

DAFTAR RIWAYAT HIDUP

1.      Identitas Diri

Nama Lengkap                : Dhimas Andray Laksono

Nama Panggilan              : Dhimas atau Andray

Nomor Identitas              : 353150601920001

Jenis Kelamin                  : Laki-laki

Tempat, Tanggal Lahir    : Trenggalek, 6 Januari 1992

Kewarganegaraan           : Indonesia

Status Perkawinan          : Belum Nikah

Tinggi dan Berat Badan  : 165 cm, 50 Kg

Agama                             : Islam

Alamat                            : Jl MT Haryono Dsn Kademangan RT 01 / RW 04 Krejengan – Probolinggo

Status Kerja                    : Mahasiswa

Kampus                           : Universitas Negeri Malang

Alamat Kampus              : Jl. Semarang No.5 Malang

Telepon                           : 085790839817

Email                               : x.vanoker@gmail.com

2.      Pendidikan

·         1997 – 2004            : SD PATOKAN 1 KRAKSAAN

·         2004 – 2007            : SMP NEGERI 1 KRAKSAAN

·         2007 – 2010            : SMA NEGERI 1 KRAKSAAN

·         2010 - ........                        : UNIVERSITAS NEGERI MALANG

3.      Pelatihan

·         STAAD PRO (2011)

4.      SEMINAR

·         Seminar Rumah Tahan Gempa (2010)

5.      Ketrampilan

·         Bisa Berbahasa Inonesia dan Bahasa Inggris

·         Mampu mengoperasikan Ms. Word, Ms. Excel, Power Point.

BIOGRAFI

Nama lengkap saya Dhimas Andray Laksono, berasal dari Trenggalek dan sekarang tinggal di Kraksaan Probolinggo. 21 tahun lalu saya dilahirkan di Trenggalek, 6 Januari 1992. Anak pertama dari 2 bersaudara,  dan adikku bernama Prescila Diana Irawati sekarang kelas 2 SMP di SMP NEGERI 2 KRAKSAAN. Saya dilahirkan dari pasangan Hari dan Tutiyah. Pekerjaan orang tua saya wirausaha dan ibu rumah tangga.

Pertama kali saya belajar dan bersokolah di TK BINA ANA PRASA dilanjutkan ke SD PATOKAN 1, dan saya lulus SD selama 6 tahun. Dan saya melanjutkan sekolah saya ke tingkat selanjutnya di SMPN NEGERI 1 KRAKSAAN, saya lulus tepat waktu pada tahun 2010. Untuk melanjutkan ketingkat selanjutnya saya memilih SMA NEGERI 1 KRAKSAAN dan lulus pada tahun 2010.

Pada saat SMP saya pernah juara 3 sepak bola tingkat kabupaten dengan klub ENTERNIKA. Saya sering mengikuti Olimpiade Kimia pada kelas 2 SMA karena saya ingin mengetahui lebih jauh ilmu kimia.

Setelah lulusa SMA saya memilih Universitas Negeri Malang untuk mendapatkan ilmu yang lebih banyak dan saya memilih Jurusann Teknik Sipil dan Bangunan 2010. DI Universitas Negeri Malang saya pernah mengikuti seminar rumah tahan gempa pada tahun 2010. Saya juga menjadi uara tiga PORMABA untuk fakultas teknik,

Saya memilih D3 TSB karena saya ingin memiliki banyak pengalaman praktek dan dapat bekerja dengan profesioanal nantinya. Dan untuk mewujudkan semua itu saya bekerja keras untuk meraihnya,

SURAT LAMARAN KERJA KARYAWAN – STAFF

Malang, 31 November 2012

Kepada Yth :

Bapak / Ibu Pemimpin

PT Wijaya Karya

Dengan hormat,

Berdasarkan informasi yang saya pernah peroleh bahwa perusahaan yang Bapak / Ibu pimpin saat ini membutuhkan pegawai sebagai Karyawan. Oleh karena itu saya mengajukan permohonan untuk mengisi posisi tersebut.

Saya lulusan D3 TSB Universitas Negeri Malang, belum menikah, jujur, disiplin, bertanggung jawab, serta dapat bekerjasama dalam tim maupun individual.

Sebagai bahan pertimbangan bagi Bapak / Ibu bersama ini turut saya lampirkan :

1.      Foto Kopi Ijazah Terakhir             : 1 Lembar

2.      Pas Poto 4 x 6                               : 1 Lembar

3.      Foto Kopi KTP                             : 1 Lembar

4.      Daftar Riwayat Hidup                  : 1 Lembar

Demikianlah surat permohonan kerja ini saya buat dengan sebenar-benarnya, besar harapan saya sudilah kiranya Bapak/Ibu dapat menerima saya bekerja di perusahaan yang Bapak/Ibu pimpin. Atas perhatian Bapak/Ibu sebelum dan sesudahnya saya ucapkan terima kasih.

Hormat Saya,

Dhimas Andray Laksono

Architectural Terra Cotta. (See Ceramic Veneer.)

Ashlar Masonry. Masonry composed of rectangular units usually larger in size

than brick and properly bonded, having sawed, dressed, or squared beds. It is

laid in mortar.

Bearing Walls. (See Load-Bearing Wall.)

Bonder. (See Header.)

Brick. A rectangular masonry building unit, not less than 75% solid, made from

burned clay, shale, or a mixture of these materials.

Buttress. A bonded masonry column built as an integral part of a wall and decreasing

in thickness from base to top, though never thinner than the wall. It is

used to provide lateral stability to the wall.

Ceramic Veneer. Hard-burned, non-load-bearing, clay building units, glazed or

unglazed, plain or ornamental.

Chase. A continuous recess in a wall to receive pipes, ducts, conduits.

Column. A compression member with width not exceeding 4 times the thickness,

and with height more than 3 times the least lateral dimension.

Concrete Block. A machine-formed masonry building unit composed of portland

cement, aggregates, and water.

Coping. A cap or finish on top of a wall, pier, chimney, or pilaster to prevent

penetration of water to masonry below.

Corbel. Successive course of masonry projecting from the face of a wall to increase

its thickness or to form a shelf or ledge.

Course. A continuous horizontal layer of masonry units bonded together (Fig.

11.3).

Cross-Sectional Area. Net cross-sectional area of a masonry unit is the gross

cross-sectional area minus the area of cores or cellular spaces. Gross crosssectional

area of scored units is determined to the outside of the scoring, but the

cross-sectional area of the grooves is not deducted to obtain the net area.

Eccentricity. The normal distance between the centroidal axis of a member and

the component of resultant load parallel to that axis.

Effective Height. The height of a member to be assumed for calculating the

slenderness ratio.

Effective Thickness. The thickness of a member to be assumed for calculating

the slenderness ratio.

Grout. A mixture of cementitious material, fine aggregate, and sufficient water

to produce pouring consistency without segregation of the constituents.

Grouted Masonry. Masonry in which the interior joints are filled by pouring

grout into them as the work progresses.

Header (Bonder). A brick or other masonry unit laid flat across a wall with end

surface exposed, to bond two wythes (Fig. 11.1b).

Height of Wall. Vertical distance from top of wall to foundation wall or other

intermediate support.

Hollow Masonry Unit. Masonry with net cross-sectional area in any plane parallel

to the bearing surface less than 75% of its gross cross-sectional area measured

in the same plane.

Lateral Support. Members such as cross walls, columns, pilasters, buttresses,

floors, roofs, or spandrel beams that have sufficient strength and stability to resist

horizontal forces transmitted to them may be considered lateral supports.

Load-Bearing Wall. A wall that supports any vertical load in addition to its own

weight.

Masonry. A built-up construction or combination of masonry units bonded together

with mortar or other cementitious material.

Mortar. A plastic mixture of cementitious materials, fine aggregates, and water.

Partition. An interior non-bearing wall one story or less in height.

Pier. An isolated column of masonry. A bearing wall not bonded at the sides into

associated masonry is considered a pier when its horizontal dimension measured

at right angles to the thickness does not exceed 4 times its thickness.

Pilaster. A bonded or keyed column of masonry built as part of a wall, but thicker

than the wall, and of uniform thickness throughout its height. It serves as a

vertical beam, column, or both.

Prism. An assemblage of brick and mortar for the purpose of laboratory testing

for design strength, quality control of materials, and workmanship. Minimum

height for prisms is 12 in, and the slenderness ratio should lie between 2 and 5.

Rubble. Coursed Rubble. Masonry composed of roughly shaped stones fitting approximately

on level beds, well bonded, and brought at vertical intervals to continuous

level beds or courses.

Random Rubble. Masonry composed of roughly shaped stones, well bonded and

brought at irregular vertical intervals to discontinuous but approximately level

beds or courses.

Rough or Ordinary Rubble. Masonry composed of nonshaped field stones laid

without regularity of coursing, but well bonded.

Slenderness Ratio. Ratio of the effective height of a member to its effective

thickness.

Solid Masonry Unit. A masonry unit with net cross-sectional area in every plane

parallel to the bearing surface 75% or more of its gross cross-sectional area

measured in the same plane.

Solid Masonry Wall. A wall built of solid masonry units laid contiguously, with

joints between units filled with mortar or grout.

Stretcher. A masonry unit laid with length horizontal and parallel with the wall

face .

Veneer. A wythe securely attached to a wall but not considered as sharing load

or adding strength to it .

Virtual Eccentricity. The eccentricity of resultant axial loads required to produce

axial and bending stresses equivalent to those produced by applied axial and

transverse loads.

Wall. Vertical or near-vertical construction, with length exceeding three times the

thickness, for enclosing space or retaining earth or stored materials.

Bearing Wall. A wall that supports any vertical load in addition to its own weight.

Cavity Wall. (See Hollow Wall below.)

Curtain Wall. A non-load-bearing exterior wall.

Faced Wall. A wall in which the masonry facing and the backing are of different

materials and are so bonded as to exert a common reaction under load.

Hollow Wall. A wall of masonry so arranged as to provide an air space within

the wall between the inner and outer wythes . A cavity

wall is built of masonry units or plain concrete, or of a combination of these

materials, so arranged as to provide an airspace within the wall, which may be

filled with insulation, and in which inner and outer wythes are tied together with

metal ties

Nonbearing Wall. A wall that supports no vertical load other than its own weight.

Party Wall. A wall on an interior lot line used or adapted for joint service between

two buildings.

Shear Wall. A wall that resists horizontal forces applied in the plane of the wall.

Spandrel Wall. An exterior curtain wall at the level of the outside floor beams in

multistory buildings. It may extend from the head of the window below the floor

to the sill of the window above.

Veneered Wall. A wall having a facing of masonry or other material securely

attached to a backing, but not so bonded as to exert a common reaction under

load

Wythe. Each continuous vertical section of a wall one masonry unit in thickness

VALVE

These are devices incorporated in pipelines to control the flow into, through, anf from them. Valves are also known as faucets, cocks, bibs, stops, and plugs. The term cock is generally used with an adjective indicating its use. For example, a sill cock ( also called a hose bib ) is a faucet used on the outside of a building for connection with a garden hose. A faucet is a valve installed on the end of a pipe to permit or stop withdrawal of water from the pipe.

Valves usually are made of cast or malleable iron, brass, or bronze. Faucets in bathroom or kitchens are usually faced with nickle-plated brass.

The type of valves generally used in water-supply systems are gate, globe, angle, ball, and check valves.

Gate valves control flow by sliding a disk perpendicular to the water flow to fit tightly against seat rings when a handwheel is turned. The type of valve is usually used in locations where it can be lrft complectly open or closed for long periods of time.

Globe valves control the flow by changing the size of the passage through which water can flow past the valves. Turning a handwheel moves a disk attached at the and of the valve stem to vary the passage area. When the valve is open, the water turns 90% to pass through an orifice endclosed by the seat and then turns 90% again past the disk, to continue in the original direction. Flow can be completely stopped by turning the handwheel to compress the disk or a gasket on it against the seat. This type of valve usually is used in faucets.

Angle valves are similiar to globe valves but eliminate one 90^o  turn of the water flow. Water is discharged from the valves perpendicular to the inflow direction.

Check valves are used to prevent reversal of flow in a pipe. In the valves. Water must flow through an opening with which is associated a moveable plug ( or flapper ). When water flow in the desired direction, the plug automatically moves out of the way, however, a reverse flow forces the plug into the opening to seal it.

Ball valves are quick-closing ( ¼ turn to close ) valves, which consist of a drilled ball that swivels on its vertical axis. This type of valve creates little water turbulence owning to its straight-through flow design. 

SIMPLE DRY SIEVING

Dry sieving is the simplest of all methods of particle size analysis. According to the British Standard dry sieving may be carried out only on materials for which this procedure gives the same results as the wet seiving procedure. This means that is applicable only to clean gramiliar materials, which usually imples clean sandy or gravely soils that is, soils containing negligible amouns of particle of silt or clay sixe. If in doubt about the validity of the dry-sieving procedure should be followed instead.

If particles of medium gravel size or larger are present in significant amounts, the initial size of the sample required may be such that riffling is necessary at some stage to reduce the sample to a manageable size for fine sieving. The procedure is then referred to as “composite sieving”.

SAMPLE PREPARATION

The specimen to be used for the test is obtained from the original sample by riffling, or by subdivision using the cone-and-quarter method. The appropirate minimum quantity of material depends upon the maximum size of particles present, and is indicated in Table 1.

·         The specimen is placed on a tray is allowed to dry, preferably overnight, in an oven maintance at 105-110 ⁰C.

·         After drying to constant weight, the whole specimen is allowed to cool, and is weighted to an accuracy within 0,1 % or less of it is total mass.

Maximum size of material present in substantial proportion retained on BS sieve (mm).	Minimum mass of sample to be taken for seiving
Pass 2 mm or smaller	100 g
6,3	200 g
10	500 g
14	1 Kg
20	2 Kg
28	6 Kg
37,5	15 Kg
50	35 Kg
63	50 Kg
75	70 Kg
100	150 Kg
150	500 Kg
200	1000 Kg

Table 1 Minimum quantities for particle size test

EXECUITION OF THE TEST

Selection of sieves.

The complete range of sieves specified by the British Standard is given in table 2. It is not necessary to use all sieves for every test, but the sieves used should adequately cover the range of aperture size for each particular soil. For classification purpose we can use a shot set. The sieves to be used are selected to suit the size of sample and type of material.

Sieve frames must not be out of true, and should fit snugly one inside the other, to prevent escape of dust. Sieves are nested together with the largest aperture sieve at the top, and a receiving pan under the smallest aperture sieve at the bottom.

Construction	Aperture size full set	Standard set	Short set	Suitable sieve diameters
	A	B	C	450 mm	300 mm	200 mm
Preforated Steel Plated ( Square Holes)	75 mm 63 50 37,5 28 20 14 10 6,3 5	+ + + + + +	+ + +	+ + + + + +	+ + + + + + +
Woves Wire	3,35 2 1,18 600µm 425 300 212 150 63	+ + + + + + +	+ + + +	+ + +	+ + + +	+ + + + + + + + +
Lid and Receiver	+	+	+
	19 sieves	13 sieves	7 sieves

Table 2

Test Procedure

·         The dried soil sample is placed in the topmost sieve and is shaken long enough that all particles smaller than each aperture size can pass through. This can be achieved most conveniently by using a mechanical sieve shaker.

·         The shaker, he whole nest of sieves with receiving pan is placed in the dried soil is placed in the top sieve, which is then fitted with the lid, and the sieves are securely fastened down in the machine.

·         Agitation in the shaker should be for a minimum period of 10 min. Some shaker have a built-in timing device which can be pre-set to switch off the motor automatically after the desired period.

·         The maximum mass of sample, which can be sieved in one cycle, is depending on the used sieves and the particle size of the sample.

·         Weighting, the material retained on each sieve is tranferred to a container. Any particles lodged in the apertures of the sieve should be carefully removed with a sieve brush, the sieve being first placed upside-down an a tray or a clean sheet of paper. These particles are added to those retained on the sieve. Weighting of each size fraction should be to an accuracy of at least 0,1 % of the total initial test sample mass. The masses retained ( Ms^­­­­₁, Ms₂,--) are recorded.