2. The framing shown below carries the force F (refer to the table) which is then supported by a cable hoisted around pulleys and a hinge at A. F (kN) A В E 3 m -4 -4 a. Calculate the tension in the cable. b. Compute for the reactions of hinge at A (x and y components). イ

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. The framing shown below carries the force F (refer to the table) which is then supported by a cable
hoisted around pulleys and a hinge at A.
F (kN)
A
В
E
3 m
-4 m-
-4 m-
a. Calculate the tension in the cable.
b. Compute for the reactions of hinge at A (x and y components).
Transcribed Image Text:2. The framing shown below carries the force F (refer to the table) which is then supported by a cable hoisted around pulleys and a hinge at A. F (kN) A В E 3 m -4 m- -4 m- a. Calculate the tension in the cable. b. Compute for the reactions of hinge at A (x and y components).
1. Two sizes of culvert pipe are stacked against each other as shown in the figure. The largest pipe at the
has a diameter of 500 mm and weighs W kN (see given table for assigned value) while the base pipes
are 250 mm in diameter and weighs W/4 kN each. Determine all contact forces and the magnitude of
tension in the cable.
R=500 mm
T=250 mm
cable
-75 mm
Transcribed Image Text:1. Two sizes of culvert pipe are stacked against each other as shown in the figure. The largest pipe at the has a diameter of 500 mm and weighs W kN (see given table for assigned value) while the base pipes are 250 mm in diameter and weighs W/4 kN each. Determine all contact forces and the magnitude of tension in the cable. R=500 mm T=250 mm cable -75 mm
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