Part 2. Problem Solving 1. Determine the x and y components of each of the forces shown. 2. Determine the moment of the force F about point A. Ans. -480 lb.in F = 200 lb 3 A=650lb 5 4 B=30lb 0 B y 55° E=800lb 50° X 1 in. 1 in. D

Part 2. Problem Solving 1. Determine the x and y components of each of the forces shown. 2. Determine the moment of the force F about point A. Ans. -480 lb.in F = 200 lb 3 A=650lb 5 4 B=30lb 0 B y 55° E=800lb 50° X 1 in. 1 in. 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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Concept explainers

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

Pleas answer with complete solution.( Nos. 1-3 if possible, otherwise just the first 2) (regarding the 1st question, disregard the forces on the bottom with angles 30 and 35)

Part 2. Problem Solving
1. Determine the x and y components of each of the forces
shown.
2. Determine the moment of the force F about point A.
Ans. -480 lb.in
F = 200 lb
3. Compute the moment of forces produced about points A and
B due to force's F and P.
3
A=650lb
5
4
B=30lb
O
B
B
A
55°
35°
30
с
A
E=800lb
P = 3000lb
50⁰
X
1in.
1 in.
D
F = 5000lb
HAR ST

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