34RESULTANTS OF FORCE SYSTEMS112-42-7. Determine the resultant of the coplanar foree system in Fig. P 2-7.F1a. P 2-7FIG. P 2-82-8. The 10-lb force in Fig. P 2-8 is the resultant of two forces, one of whichis 39 Ib as shown. Determine the other force.2-8. The resultant of the three forces indicated on the airplane in Fig. P 2-9 ishorizontal. Determine the magnitude and sense of the resultant.

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34 2-7. Determine the reultant of the coplanar force system in Fig. P2-7. RESULTANTS OF FORCE SYSTEMS 1124 Fro. P 27 Fio. P 28 34 The 10-lb force in Fig. P 28 is the resultant of two forces, one of which is 39 Ib shown. Determine the other force. 2-a The reultant of the three forces indicated on the airplane in Fig. P 2-9 is

34 2-7. Determine the reultant of the coplanar force system in Fig. P2-7. RESULTANTS OF FORCE SYSTEMS 1124 Fro. P 27 Fio. P 28 34 The 10-lb force in Fig. P 28 is the resultant of two forces, one of which is 39 Ib shown. Determine the other force. 2-a The reultant of the three forces indicated on the airplane in Fig. P 2-9 is

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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38 RESULTANTS OF FORCE SYSTEMS 2-17. Determine the resultant of the parallel, coplanar force system in Fig. P 2-17. [$2-4 60b 100 60 E 30 200b /50 100b 200 / 300 40 120 FIG. P 2-17 6' 4' FIG. P 2-18 2-18. Determine the resultant of the parallel, coplanar force system shown in Fig. P 2-18 and locate it with respect to point A.
400 60 607 FIG. P 1-8 1-8. Determine a pair of components of the 400-lb force in Fig. P 1-8 whose action lines are parallel to AB and BC.
Determine the resultant (magnitude, direction and location) of the line load acting on the beam shown in Fig. (a).
For the section shown in Fig.1 if the applied moment =200 KN.m, n=12, b =841 mm, d=500 mm, As =1814 mm2, bw=250 mm, and hf =106mm. Find fc1 in terms of fc 0.24 fc 0.218 fc 0.223 fc 0.264 fc 0.18 fc 0.213 fc 0.308 fc 0.173 fc
1. a) For the beam shown Figure Q1a Calculate the value and directions of the reactions Calculate and draw the shear force diagram showing values at positions A,B,C,D, and E Calculate and draw the bending moment diagram showing values at positions A,B,C,D, and E as well as the position and value of maximum bending moment 15 kN/m 30 kNm 10 kN 3 m 3 m 3 m 3 m А в с D E Figure Q1a
5m 10.24 8.72 1m 16 kN 6m 61. Which of the following most nearly gives the fixed end moment at C due to the 16-kN load on member BC? 5.69 ● 2.56 C 62. Which of the following most nearly gives the reaction at C if it is temporarily restrained from translation? 1.28 ● 1.17 ● 0.63 ● 0.92 63. Which of the following most nearly gives the actual moment at D? 2.68 ⠀ 4.82 1.58 3.72
Determine the shear force V and bending moment M at the midpoint of the beam with overhangs (see figure). Note that one load acts downward and the other upward, and clockwise moments Pb are applied at each support. Repeat if moments Ph are moved to the ends of the beam (Fig, b).
6.11 Obtain the relationship between the B.M., S.F., and intensity of loading of a laterally loaded beam. A simply supported beam of span L carries a distributed load of intensity k x/L² where x is measured from one support towards the other. Find: (a) the location and magnitude of the greatest bending moment. (b) the support reactions. [0.63L, 0.0393 kL', kL/12, kL/4]
7.37
P1-47 90 1-47. Replace the th force of Fig. Pl-47 by force through A and a couple whose forces act horizontally through B and C. 1
1-7. (a) Can two forces which are the components of the 200-lb force in Fig. P1-7 intersect at B? (b) Resolve the 200-lb force in Fig. P1-7 into a set of horizontal and vertical components. (c) Is each of two components of a force always less in magnitude than the force? 200 NC 300