P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement of joint B pro- duced by the 100-kip load. The area of all bars = 4 in.², and E = 24,000 kips/in.². C P = 100 kips B A 20'- E 20'- 15' 15' D

P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement of joint B pro- duced by the 100-kip load. The area of all bars = 4 in.², and E = 24,000 kips/in.². C P = 100 kips B A 20'- E 20'- 15' 15' D

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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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

P8.1. For the truss in Figure P8.1, compute the horizontal
and vertical components of displacement of joint B pro-
duced by the 100-kip load. The area of all bars = 4 in.
and E = 24,000 kips/in.².
2
C
P = 100 kips
B
A
| 20'
20'-
E
-20'-
P8.1
O
15'
-
15'
tigol

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