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Question #1. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. R X W R 슬 ༡ 슬 Shear 0.2113 V M₁ Moment Mmax Mmax Question #2. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. Mmax R l W R Shear V Moment

Question #1. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. R X W R 슬 ༡ 슬 Shear 0.2113 V M₁ Moment Mmax Mmax Question #2. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. Mmax R l W R Shear V Moment

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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Question 1 and 2 must use Workbench program. Please screenshot the graphs.

Question #1. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. R X W R 슬 ༡ 슬 Shear 0.2113 V M₁ Moment Mmax Mmax Question #2. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. Mmax R l W R Shear V Moment
Transcribed Image Text:Question #1. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. R X W R 슬 ༡ 슬 Shear 0.2113 V M₁ Moment Mmax Mmax Question #2. Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum deflection for a simple-span steel beam (see below), given that: L = 6 ft, w = 2 kips/ft, rectangular section of 4 in. x 4 in., and E = 29,000 ksi. Mmax R l W R Shear V Moment
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