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Determine the lateral wind and seismic forces in the transverse direction for the two- story office building in Fig. 3.13a. For the critical loading, determine the unit shear in the transverse shearwalls at the midheight of the first- and second-story walls. Assume that there are no openings in the masonry walls.

Determine the lateral wind and seismic forces in the transverse direction for the two- story office building in Fig. 3.13a. For the critical loading, determine the unit shear in the transverse shearwalls at the midheight of the first- and second-story walls. Assume that there are no openings in the masonry walls.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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EXAMPLE 3.10 Two-Story Lateral Force Calculation, Base Shear and Shearwalls Determine the lateral wind and seismic forces in the transverse direction for the two- story office building in Fig. 3.13a. For the critical loading, determine the unit shear in the transverse shearwalls at the midheight of the first- and second-story walls. Assume that there are no openings in the masonry walls. ROOF 2ND FLR 2a w = UNIFORM SEISMIC FORCE 1ST FLR L-2a S Wend UNIFORM WIND FORCE IN END ZONE Wint =UNIFORM WIND FORCE IN INTERIOR ZONE L = 60' PLAN 32' Wr W₂ DIMENSIONS FOR TRIB. HT. 7.6 pof INTERIOR ZONE END ZONE CONNE DENN 11.5 pef- TRANSVERSE SECTION Figure 3.13a Wind pressures and tributary heights to roof and second-floor diaphragms.
Transcribed Image Text:EXAMPLE 3.10 Two-Story Lateral Force Calculation, Base Shear and Shearwalls Determine the lateral wind and seismic forces in the transverse direction for the two- story office building in Fig. 3.13a. For the critical loading, determine the unit shear in the transverse shearwalls at the midheight of the first- and second-story walls. Assume that there are no openings in the masonry walls. ROOF 2ND FLR 2a w = UNIFORM SEISMIC FORCE 1ST FLR L-2a S Wend UNIFORM WIND FORCE IN END ZONE Wint =UNIFORM WIND FORCE IN INTERIOR ZONE L = 60' PLAN 32' Wr W₂ DIMENSIONS FOR TRIB. HT. 7.6 pof INTERIOR ZONE END ZONE CONNE DENN 11.5 pef- TRANSVERSE SECTION Figure 3.13a Wind pressures and tributary heights to roof and second-floor diaphragms.
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