Load Combinations The following table contains the results of several analyses for the reaction at the base of a frame. All forces are in kips. Component Horizontal Vertical Earthquake 3.00 2.58 Dead Live 0.66 2.50 0.99 3.75 Compute all the relevant load combinations for dead, live, and earthquake. Then answer the following questions. Give all answers in absolute value (no negative signs). 1) What is the the largest compressive force resulting from all the load combinations? 2) What is the largest tensile (uplift) force resulting from all the load combinations? 3) What is the worst shear (horizontal) force resulting from all the load combinations?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Load Combinations
The following table contains the results of several analyses for the reaction at the
base of a frame. All forces are in kips.
Component
Horizontal
Vertical
Dead
0.66
2.50
Earthquake
3.00
2.58
Live
0.99
3.75
Compute all the relevant load combinations for dead, live, and earthquake. Then
answer the following questions. Give all answers in absolute value (no negative
signs).
1) What is the the largest compressive force resulting from all the load combinations?
2) What is the largest tensile (uplift) force resulting from all the load combinations?
3) What is the worst shear (horizontal) force resulting from all the load combinations?
Transcribed Image Text:Load Combinations The following table contains the results of several analyses for the reaction at the base of a frame. All forces are in kips. Component Horizontal Vertical Dead 0.66 2.50 Earthquake 3.00 2.58 Live 0.99 3.75 Compute all the relevant load combinations for dead, live, and earthquake. Then answer the following questions. Give all answers in absolute value (no negative signs). 1) What is the the largest compressive force resulting from all the load combinations? 2) What is the largest tensile (uplift) force resulting from all the load combinations? 3) What is the worst shear (horizontal) force resulting from all the load combinations?
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