Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 9, Problem 22P
To determine
Find the absolute maximum bending moment in a 15 m long simply supported beam.
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Determine the absolute maximum bending moment in a 60-ft-long simply supported beam due to the series of four moving concentrated loads shown in Fig. P9.14.
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Determine the absolute maximum bending moment in a 15-m-long simply supported beam due to the series of three moving concentrated loads shown in Fig. P9.13.
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- Determine the absolute maximum bending moment in a 75-ft-long simply supported beam due to the wheel loads of the moving HS15-44 truck shown in Fig. P9.15.arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 13.4(a) by the method of consistent deformations. Select the reaction moment at the fixed support to be the redundant.arrow_forwardQ-1 The rigid frame shown in Fig.I is pinned at A and roller supported at D. For the given loading, determine the support reactions and draw the axial force, shear force and bending moment diagrams. 17.5 kN/m 4.5 m 112 kN в + 67.5 kN 6 m 4.5 m Fig.1 9 marrow_forward
- The beams ABD and DE are joined by a hinge at D. Select the lightest allowable W-shape for beam DE if its working stress in bending is 120 MPa. Also calculate the actual maximum bending stress in beam DE.arrow_forwardThe beam ABC, Fig.2, is fixed at A and roller supported at B. Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam. (constant El) 15 kN/m MIM Fig.2 7m 7m Barrow_forward1. Shown in Figure 1 is a beam subjected to varying loadings and a point load. 12 kN 3kN/m 6 kN/m a) Determine the magnitude and direction of the force equivalent to the forcing system. Specify its location on the beam from point B. A 5m b) Calculate for the support reactions at A and B. Fig. Iarrow_forward
- Determine the vertical and horizontal components of the force at pins A,B, C and the reaction components at the fixed support D for the frame.arrow_forwardTheory of structurearrow_forward4. For beam presented in Fig. 4, calculate the reactions at the two supports under the applied load with given distance apart are in meters. 4 kN/m 12 kN 4.5 KN X₁ 3 Ya 3 16 kN.m -32- Fig. 4 Ya 4 kN 2 kN/m +2-1+arrow_forward
- 3- The beam shown in Fig.2.3 is of uniform cross-section having flexural rigidity El=10 000 kNm². Calculate the displacements (lateral and rotationa!) at the free end and the rotational displacement at the prop support. 2m. Fig. 2.3 Im D 10 KNarrow_forward6.0 SUPPORT REACTIONS Example 8: Determine the reactions at A and E for the truss supporting a floor deck shown below. The deck is simply supported on floor beams which, in turn are connected to the joints of the truss. Thus, uniformly distributed loading on the deck is transmitted by the floor beams as concentrated loads to the top joints of the truss. Floor beam Deck 15 kN/m TD ET 2 m F G -2 m-2 m-2 m-2 m-2 m--2 m-2 m-2 m-| 76 DELLarrow_forward1.2 A rectangular beam is subjected to a pure bending moment M. The cross- section of the beam is shown in Fig. 1.34. Using the elementary flexure formula, determine the normal and shearing stresses at a point (x, y) on the plane AB shown. Ay A M M a(x, y) h 45° B Fig. 1.34 Problem 1.2 6My Ans. On bh3arrow_forward
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