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

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

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We are interested in the forces at a footing due to dead, live, and earthquake loads. The horizontal forces are 0.8 for dead, 1.1 for live, and 4.7 for earthquake. The vertical forces are 2.3 for dead, 3.9 for live, and 4.0 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.
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