1. Draw the influence line for member FC. Use the tabulation method. 2. A uniform live load of 10kn/m and a single live concentrated force of 35kn are to be placed on the beam. The beam has a weight of 38kn/m. Determine (a) the maximum vertical reaction at support B, and (b) the maximum negative moment at point B. Assume the support at A is a pin and B is a roller.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Draw the influence line for member FC. Use the tabulation method. 2. A uniform live load of 10kn/m and a single live concentrated force of 35kn are to be placed on the beam. The beam has a weight of 38kn/m. Determine (a) the maximum vertical reaction at support B, and (b) the maximum negative moment at point B. Assume the support at A is a pin and B is a roller.
Draw the intluence line for member FC. Use the tabulation method.
10 ft
-10n
10n-
101
A uniform Iive laad of 10Krym and a single live concentrated force of 35KN are to be placed on
the beam. The beam has a weight of 3BKn/m. Determine (aj the masimum vertical reaction at
support a, and (b) the masimum negative mament at point 8. Assume the support at ANa pin
and is a roller
20 ft
10 ft-
Transcribed Image Text:Draw the intluence line for member FC. Use the tabulation method. 10 ft -10n 10n- 101 A uniform Iive laad of 10Krym and a single live concentrated force of 35KN are to be placed on the beam. The beam has a weight of 3BKn/m. Determine (aj the masimum vertical reaction at support a, and (b) the masimum negative mament at point 8. Assume the support at ANa pin and is a roller 20 ft 10 ft-
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