3 0/1 point We are interested in the forces at a footing due to dead, live, and earthquake loads. The horizontal forces are 0.7 for dead, 0.9 for live, and 4.4 for earthquake. The vertical forces are 2.6 for dead, 3.9 for live, and 3.8 for earthquake. For vertical forces, positive indicates compression and negative indicates uplift. Apply all the relevant load combinations. All forces are in kips. Use the 0.5 factor for live load. Determine the largest shear force in kips to two decimals (absolute value in either direction). Fo 6.14 X

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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We are interested in the forces at a footing due to dead, live, and earthquake loads. The horizontal forces are 0.7 for dead, 0.9 for live, and 4.4 for earthquake.
The vertical forces are 2.6 for dead, 3.9 for live, and 3.8 for earthquake. For vertical forces, positive indicates compression and negative indicates uplift. Apply
all the relevant load combinations. All forces are in kips. Use the 0.5 factor for live load.
Determine the largest shear force in kips to two decimals (absolute value in either direction).
Fo 6.14 X
Transcribed Image Text:3 0/1 point We are interested in the forces at a footing due to dead, live, and earthquake loads. The horizontal forces are 0.7 for dead, 0.9 for live, and 4.4 for earthquake. The vertical forces are 2.6 for dead, 3.9 for live, and 3.8 for earthquake. For vertical forces, positive indicates compression and negative indicates uplift. Apply all the relevant load combinations. All forces are in kips. Use the 0.5 factor for live load. Determine the largest shear force in kips to two decimals (absolute value in either direction). Fo 6.14 X
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