(A 16 10' Roof WT. = 192k 3rd WT. = 280k 2nd WT. = 316k 1st Plan [///// Section Ru Given: 8" Thick ordinary Pre-Cast 1.)

[answerhappygod]

A 16 10 Roof Wt 192k 3rd Wt 280k 2nd Wt 316k 1st Plan Section Ru Given 8 Thick Ordinary Pre Cast 1 1 (94.14 KiB) Viewed 14 times

(A 16 10' Roof WT. = 192k 3rd WT. = 280k 2nd WT. = 316k 1st Plan [///// Section Ru Given: 8" Thick ordinary Pre-Cast 1.) Risk Category = III 2.) S₂ = 0.75g, 5₁ = 0.60g Concrete Shear walls All around, Typical 3.) Roof DL = 20 psf 4.5 Site class =D₁ TL = 8 sec. 5.) Bearing wall systems with ordinary Pre-cast concrete Shear walls. 6.) P=1.30 * Determine the following Parameters: (At LRFD Level) applicable Cases) at roof level only. 1 S Ru a.) Cs (check all 5 b.) Bu at lines A and D C.) Force at each level d.) Story shear at each level e.) Acceleration at each level '4' 18' 20¹ 22'