Dead Loads Table

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From: Edward Yuson ([email protected]) To: [email protected]; Date: Sun, January 2, 2011 1:32:58 PM Cc: Subject: Re: Oks pre, no probs. Sige email ko ulit syo, dagdagan ko konting parameters pre, pero generally ok na ung run mo makakakuha ka na ng sizing. Sa ground beam pede din hindi na model , sa design nalang ng foundation at tie beam coconsider, anyway may support na "fixed" na oks na un pards, ung foundation design for axial at ung tie beam for moments usually ganun lang practice, pero pede din ung ginawa mo kaya lang need mo ilagay ung soil pressures at ung spring support duon sa tie beams. Ung slab pede kahit di na natin i- model dre, kasi need mo gawin un ng finite elements para sa seismic tama ung distribution ng masses, lagay lang natin ung dead load nya tapos parameter na "master slave" to idealized rigid diaphragm. Topos "repeat load" tayo sa load combination to consider P-delta analysis dahil factored design sya and no need to magnify na ng moments afterwards. I-edit ko na ng konti dre tapos papadala ko ulit syo ha.. Eto ung loads na basic sa pilipinas

2.1

DEAD LOADS

The dead load is the vertical load, which includes the weight of all permanent construction and all materials and equipment, which are permanently fastened thereto and supported thereby. Table 1 – DEAD LOAD Material Structural steel Reinforced concrete Slab per 100mm thick Floor finish & floor toppings Ceilings and utilities Exterior wall (150mm thk CHB) Interior partitions (100mm thk CHB) Waterproofing/Topping Movable partition

Dry Unit Weight 76.80 kN/cu.m. (490 pcf) 23.54 kN/cu.m. (150 pcf) 2.35 kPa (50.0 psf) 1.20 kPa (12.5 psf) 0.24 kPa (5.0 psf) 2.80 kPa (57.0 psf) 2.00 kPa (42.0 psf) 1.20 kPa (12.5 psf) 1.00 kPa (20.0 psf)

1/2/2011 2:17 PM

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1/2/2011 2:17 PM