4. DETERMINATE BEAMS ANALYSIS Use MD-Solids to generate the shear force and bending moment diagrams for...
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4. DETERMINATE BEAMS ANALYSIS Use MD-Solids to generate the shear force and bending moment diagrams for the following 5 m long, loaded beam as shown in Figure 2 (length dimensions are in m). Save your MD Solids beam analysis as "beam SF BM.dat'. املت 9 kN 15 kN/m- 10 kN 0.5 0.5 0.5 Reactions at LH support: Maximum Shear Force is 10m 8.5 kN.m Figure 2: Loaded Beam located 0.5 and RH support: The designation of the lightest I-beam is: Maximum direct stress (due to bending) in this beam: Maximum Bending Moment is located Point of contra-flexure is located from left hand end of beam. (where bending moment changes from negative to positive or vice-versa) 20 KN from left hand end of beam. 0.5 0.5 from left hand end of beam. 5. FLEXURE ANALYSIS Using MD Solids find the lightest suitable standard metric I-beam (ie W, M, S, and HP shapes, SI) that would be able to support the loads for the beam shown in Section 4 above. Assume the beam is made from A36 structural grade steel, Save your MD Solids flexure design as 'flexure-design.dat'. (eg W300 x 56) (14 marks) Beam cross-sectional area: Web thickness: (4 marks) 6. SECTION PROPERTIES Use MD Solids to find the size and properties of the beam you selected in Section 5 above. Save your MD Solids analysis as 'section.dat'. Overall beam height: Flange width: Location of neutral axis (centroid) from bottom of beam: Second moment of area (Moment of Inertia): (12 marks) 9 KN 0.5 15 kN/mm 0.5 10 kN 0.5 1.0 m 8.5 kN.m. 0.5 Figure 2: Loaded Beam 20 KN 0.5 0.5 4. DETERMINATE BEAMS ANALYSIS Use MD-Solids to generate the shear force and bending moment diagrams for the following 5 m long, loaded beam as shown in Figure 2 (length dimensions are in m). Save your MD Solids beam analysis as "beam SF BM.dat'. املت 9 kN 15 kN/m- 10 kN 0.5 0.5 0.5 Reactions at LH support: Maximum Shear Force is 10m 8.5 kN.m Figure 2: Loaded Beam located 0.5 and RH support: The designation of the lightest I-beam is: Maximum direct stress (due to bending) in this beam: Maximum Bending Moment is located Point of contra-flexure is located from left hand end of beam. (where bending moment changes from negative to positive or vice-versa) 20 KN from left hand end of beam. 0.5 0.5 from left hand end of beam. 5. FLEXURE ANALYSIS Using MD Solids find the lightest suitable standard metric I-beam (ie W, M, S, and HP shapes, SI) that would be able to support the loads for the beam shown in Section 4 above. Assume the beam is made from A36 structural grade steel, Save your MD Solids flexure design as 'flexure-design.dat'. (eg W300 x 56) (14 marks) Beam cross-sectional area: Web thickness: (4 marks) 6. SECTION PROPERTIES Use MD Solids to find the size and properties of the beam you selected in Section 5 above. Save your MD Solids analysis as 'section.dat'. Overall beam height: Flange width: Location of neutral axis (centroid) from bottom of beam: Second moment of area (Moment of Inertia): (12 marks) 9 KN 0.5 15 kN/mm 0.5 10 kN 0.5 1.0 m 8.5 kN.m. 0.5 Figure 2: Loaded Beam 20 KN 0.5 0.5
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9KN T E 05m 05m 5m 0 13 0 W3 SFL 50 S F 15KNMORN At SF SF 9KN H 75 BM 9 D BMD BM I BM SF S F... View the full answer
Related Book For
Elementary Statistics
ISBN: 978-0538733502
11th edition
Authors: Robert R. Johnson, Patricia J. Kuby
Posted Date:
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