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Homework No. 3 - Frames Assigned: Friday, Apr. 04, 2024 Due: Friday, Apr. 12, 2024 For all problems below, plot shear, bending moment and axial force diagrams. 1. Assume the support af A is pin (Gối cố định) and af D is roller (gối di động). 12 kN/m B 16 kN/m 5 m C 4 m 2. Assume the support at A fix (ngàm), at B is pin (khớp) and af D is roller (gối di động). 6 m 6 m -75 kN C 10 m 15 kN/m D B Hinge A 3. Assume the supports at A, B and D are hinges. 30 kN/m 135 kN C D Hinge A 5 m 5 m B E 6.5 m

Homework No. 3 - Frames Assigned: Friday, Apr. 04, 2024 Due: Friday, Apr. 12, 2024 For all problems below, plot shear, bending moment and axial force diagrams. 1. Assume the support af A is pin (Gối cố định) and af D is roller (gối di động). 12 kN/m B 16 kN/m 5 m C 4 m 2. Assume the support at A fix (ngàm), at B is pin (khớp) and af D is roller (gối di động). 6 m 6 m -75 kN C 10 m 15 kN/m D B Hinge A 3. Assume the supports at A, B and D are hinges. 30 kN/m 135 kN C D Hinge A 5 m 5 m B E 6.5 m

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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Homework No. 3 - Frames Assigned: Friday, Apr. 04, 2024 Due: Friday, Apr. 12, 2024 For all problems below, plot shear, bending moment and axial force diagrams. 1. Assume the support af A is pin (Gối cố định) and af D is roller (gối di động). 12 kN/m B 16 kN/m 5 m C 4 m 2. Assume the support at A fix (ngàm), at B is pin (khớp) and af D is roller (gối di động). 6 m 6 m -75 kN C 10 m 15 kN/m D B Hinge A 3. Assume the supports at A, B and D are hinges. 30 kN/m 135 kN C D Hinge A 5 m 5 m B E 6.5 m
Transcribed Image Text:Homework No. 3 - Frames Assigned: Friday, Apr. 04, 2024 Due: Friday, Apr. 12, 2024 For all problems below, plot shear, bending moment and axial force diagrams. 1. Assume the support af A is pin (Gối cố định) and af D is roller (gối di động). 12 kN/m B 16 kN/m 5 m C 4 m 2. Assume the support at A fix (ngàm), at B is pin (khớp) and af D is roller (gối di động). 6 m 6 m -75 kN C 10 m 15 kN/m D B Hinge A 3. Assume the supports at A, B and D are hinges. 30 kN/m 135 kN C D Hinge A 5 m 5 m B E 6.5 m
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