We are interested in the forces at a footing due to dead, live, and earthquake loads. The horizontal forces are 0.8 for dead, 1.0 for live, and 4.4 for earthquake. The vertical forces are 2.6 for dead, 3.5 for live, and 3.9 for earthquake. For vertical forces, positive indicates compression and negative indicates uplift. Apply all the relevant load combinations. All forces are in kips. Determine the largest uplift force in kips to two decimals. Since uplift is negative, provide a negative answer. If your calculations show that there is no uplift, enter zero. × -10.52
We are interested in the forces at a footing due to dead, live, and earthquake loads. The horizontal forces are 0.8 for dead, 1.0 for live, and 4.4 for earthquake. The vertical forces are 2.6 for dead, 3.5 for live, and 3.9 for earthquake. For vertical forces, positive indicates compression and negative indicates uplift. Apply all the relevant load combinations. All forces are in kips. Determine the largest uplift force in kips to two decimals. Since uplift is negative, provide a negative answer. If your calculations show that there is no uplift, enter zero. × -10.52
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![We are interested in the forces at a footing due to dead, live, and earthquake loads. The
horizontal forces are 0.8 for dead, 1.0 for live, and 4.4 for earthquake. The vertical forces are 2.6
for dead, 3.5 for live, and 3.9 for earthquake. For vertical forces, positive indicates compression
and negative indicates uplift. Apply all the relevant load combinations. All forces are in kips.
Determine the largest uplift force in kips to two decimals. Since uplift is negative, provide a
negative answer. If your calculations show that there is no uplift, enter zero.
× -10.52](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf732265-f2a1-4437-b173-f035baf12249%2Fba519618-5a40-4431-b33a-3fd8eda9bd91%2Fpjamamd_processed.png&w=3840&q=75)
Transcribed Image Text:We are interested in the forces at a footing due to dead, live, and earthquake loads. The
horizontal forces are 0.8 for dead, 1.0 for live, and 4.4 for earthquake. The vertical forces are 2.6
for dead, 3.5 for live, and 3.9 for earthquake. For vertical forces, positive indicates compression
and negative indicates uplift. Apply all the relevant load combinations. All forces are in kips.
Determine the largest uplift force in kips to two decimals. Since uplift is negative, provide a
negative answer. If your calculations show that there is no uplift, enter zero.
× -10.52
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