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What is the reaction on the right of the beam in kips? What is the value of the maximum shear in kips? Shear diagram (2.5 pts) Correct V value (2.5 pts) What is the value of the maximum moment in kip-ft? Moment diagram (2.5 pts) Correct M value (2.5 pts) THIS PROBLEM STATEMENT APPLIES TO THE FOLLOWING PROBLEMS. A uniformly distributed load of 475 lb/ft and a 20 kip concentrated load applied 15' from the left end act on a simply supported wide flange (W) beam that is 25' long. Draw neat and clear shear and moment diagrams reflecting the combined effects of both loads. Indicate on the shear diagram all magnitudes of shear in kips at the ends of the span and at all points where shear abruptly changes. Indicate all maximum values of the bending moment in kip-ft on the moment diagram. Show all calculations in the PDF submittal. Answer the following four questions: What is the value of the reaction at the left end of the beam in kips?

What is the reaction on the right of the beam in kips? What is the value of the maximum shear in kips? Shear diagram (2.5 pts) Correct V value (2.5 pts) What is the value of the maximum moment in kip-ft? Moment diagram (2.5 pts) Correct M value (2.5 pts) THIS PROBLEM STATEMENT APPLIES TO THE FOLLOWING PROBLEMS. A uniformly distributed load of 475 lb/ft and a 20 kip concentrated load applied 15' from the left end act on a simply supported wide flange (W) beam that is 25' long. Draw neat and clear shear and moment diagrams reflecting the combined effects of both loads. Indicate on the shear diagram all magnitudes of shear in kips at the ends of the span and at all points where shear abruptly changes. Indicate all maximum values of the bending moment in kip-ft on the moment diagram. Show all calculations in the PDF submittal. Answer the following four questions: What is the value of the reaction at the left end of the beam in kips?

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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What is the reaction on the right of the beam in kips? What is the value of the maximum shear in kips? Shear diagram (2.5 pts) Correct V value (2.5 pts) What is the value of the maximum moment in kip-ft? Moment diagram (2.5 pts) Correct M value (2.5 pts)
Transcribed Image Text:What is the reaction on the right of the beam in kips? What is the value of the maximum shear in kips? Shear diagram (2.5 pts) Correct V value (2.5 pts) What is the value of the maximum moment in kip-ft? Moment diagram (2.5 pts) Correct M value (2.5 pts)
THIS PROBLEM STATEMENT APPLIES TO THE FOLLOWING PROBLEMS. A uniformly distributed load of 475 lb/ft and a 20 kip concentrated load applied 15' from the left end act on a simply supported wide flange (W) beam that is 25' long. Draw neat and clear shear and moment diagrams reflecting the combined effects of both loads. Indicate on the shear diagram all magnitudes of shear in kips at the ends of the span and at all points where shear abruptly changes. Indicate all maximum values of the bending moment in kip-ft on the moment diagram. Show all calculations in the PDF submittal. Answer the following four questions: What is the value of the reaction at the left end of the beam in kips?
Transcribed Image Text:THIS PROBLEM STATEMENT APPLIES TO THE FOLLOWING PROBLEMS. A uniformly distributed load of 475 lb/ft and a 20 kip concentrated load applied 15' from the left end act on a simply supported wide flange (W) beam that is 25' long. Draw neat and clear shear and moment diagrams reflecting the combined effects of both loads. Indicate on the shear diagram all magnitudes of shear in kips at the ends of the span and at all points where shear abruptly changes. Indicate all maximum values of the bending moment in kip-ft on the moment diagram. Show all calculations in the PDF submittal. Answer the following four questions: What is the value of the reaction at the left end of the beam in kips?
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