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The beam in Fig 5-1. is used to support a dead load "self weight of 0.8 kN/m, a live load 4 kN/m, and concentrated live load of 20 kN/m 1- Draw the influnce for Shear at C (ve) [use Muller pareslau's method, 2- Determine (a) the maximum negative shear at c. Assume Band D are hings and E is an interal hinge,

The beam in Fig 5-1. is used to support a dead load "self weight of 0.8 kN/m, a live load 4 kN/m, and concentrated live load of 20 kN/m 1- Draw the influnce for Shear at C (ve) [use Muller pareslau's method, 2- Determine (a) the maximum negative shear at c. Assume Band D are hings and E is an interal hinge,

Structural Analysis
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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The beam in Fig 5-1. is used to support a dead load (self weight of 0.8 kN/m, a live load 4 kN/m, and concentrated live loud of 20 kN/m 1- Draw the influnce for Shear at C (vc) [use Muller preslau's method, 2- Determine (a) the maximum negative shear at c. Assume Band D are hings and E is an interval hinge, |--4m C IB 4n E T D
Transcribed Image Text:The beam in Fig 5-1. is used to support a dead load (self weight of 0.8 kN/m, a live load 4 kN/m, and concentrated live loud of 20 kN/m 1- Draw the influnce for Shear at C (vc) [use Muller preslau's method, 2- Determine (a) the maximum negative shear at c. Assume Band D are hings and E is an interval hinge, |--4m C IB 4n E T D
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