(5) For the loaded frame shown, determine (a) the internal force in link BC, (b) the internal effects at 1 ft sections E. `F Ans: (a) Fвс 3D 1004 lb T (b) P:%3D75 lb T, VE = 355 lb, MẸ = -727 lb-ft 4 ft 75 lb/ft |B D -2 ft 1 ft -2 ft 1 ft '1 ft 30° 150 lb

(5) For the loaded frame shown, determine (a) the internal force in link BC, (b) the internal effects at 1 ft sections E. `F Ans: (a) Fвс 3D 1004 lb T (b) P:%3D75 lb T, VE = 355 lb, MẸ = -727 lb-ft 4 ft 75 lb/ft |B D -2 ft 1 ft -2 ft 1 ft '1 ft 30° 150 lb

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

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.

Question

(5) For the loaded frame shown, determine (a) the
internal force in link BC, (b) the internal effects at
1 ft
sections E.
`F
Ans: (a) Fвс 3D 1004 lb T (b) P:%3D75 lb T,
VE = 355 lb, MẸ = -727 lb-ft
4 ft
75 lb/ft
|B
D
-2 ft
1 ft
-2 ft
1 ft
'1 ft
30°
150 lb

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