122098426-Design-Analysis.xls - STRUCTURAL ANALYSIS AND...

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STRUCTURAL ANALYSIS AND DESIGN DATA AND SPECIFICATIONS : Owner : MS. LEA MAYLA B. JACKSON Name of Project : Proposed ONE STOREY RESL. BLDG Location of Building : DUNKIN DRIVE ST., CARIG-ALIMANNAO, TUGUEGARAO CITY Unit Wt. Of concrete : 24.00 KN / m3. Exterior Walls : 2.11 KN / m2. Slab Thickness ( t ) : 0.125 m. Live Loads ( LL ) : 4.80 KN / m2. Live Loads on stairs : 2.40 KN / m2. Super imposed DL : 1.45 KN / m2. height of CHB : 2.80 m. Stair : 4.80 KN / m2. Design Specifications / Criteria : fc' = 20.70 Mpa n = 10.00 fs = 124.00 Mpa E= 17,300.00 Mpa fy = 280.00 Mpa Sp= 170.00 Mpa Fy= 0.70 Mpa 0.17(fc') - for beam stress = 0.33(fc') - for punching shear 10.12(fc')/D for Bond Shear Seismic load provisions - Allowable 10 - 20 % of DL and LL Prepared by : RICARDO V. ALLAM Civil Engineer PRC No. : 53492 PRTR No. : 264358 D-Issued: : April 1, 2008 P-Issued: : Tuguegarao City ۷ allow. = μallow. =
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DESIGN OF BEAM : B1 length(L) d (m,) b (m,) Size of BEAM - 6.00 0.50 0.30 DEAD LOAD DL : Wt. OF Beam = b x d x (24) = 3.60 KN/m Wt. OF Slab = t x L x 24 x (2/3) = 9.00 KN/m CHB WALL = 2.103 x h = 5.90 KN/m S.I. Dead load = 1.45 x L x 2/3 5.80 KN/m dead load ( B ) = ========= = 24.30 KN/m LIVE LOAD LL : 14.40 KN/m ========= Total Load 38.70 KN/m USING " USD " : wu = (1.4DL+1.7LL) 58.49552 KN/m Add seismic load provision : wu = 1.15 x wu
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