STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 9, Problem 23P
To determine
Find the absolute maximum bending moment in a 60 ft 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.
Determine the absolute maximum shear in a 60-ft-long simply supported beam due to the series of four moving concentrated loads shown in Fig. P9.14
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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STRUCTURAL ANALYSIS (LL)
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- 4.50 The three wheel loads roll as a unit across the 44-ft span of a simply sup- ported beam. Find the maximum bending moment and the maximum shear force in the beam. Neglect the weight of the beam. 4000 lb 9 ft 8000 lb 6000 lb 18 ft 44 ft FIG. P4.50arrow_forwardQ. 4: Draw shear force and bending moment diagram of the beam shown in Fig. 4. 6 kN 3 kN/m 18 kN-m for A В D 4 m + 1m 1 m Fig. 4arrow_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
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- 5.9: For the beam in Fig. P5.9, determine the extreme value of the shearing force and bending moment at point D due to the concentrated live load of 30 kN, a unifomly distributed live load of 3 kN/m (of any length), and a uniformly distributed dead load of 1 kN/m. D E F A 20 m 30 m 30 m 15 m y15 m 20 m Figure P5.9 = 1937.5 (Max. Vp = 60.417 kN; Min. VD = -45.833 kN; Max. Mp %3D %3D kN.m; Min. Mp = -1100 kN.m)arrow_forwardDetermine 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_forwardThe frame shown in Fig.1 is supported on a roller at A and pinned at C. For the loading indicated: i-Determine the support reactions, ii- Draw the axial load, shear force, and bending moment diagrams. 30 kN/m A 5 m. B 20 kN/m 10 m 10 m Fig.1arrow_forward
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