2 to 13-37 Refer to Figs. P13-22 to P13-37. Construct the shear force and thebending moment diagrams for the beam in each figure due to the loadingshown by using the relationships among the load, shear, and moment dia-grams. 5 kips4 kips/ftTom A10 ft--20 ft-B-10 ft-

Making the uniformly distributed load into the concentrated load into a concentrated load Always…

Answered: 2 to 13-37 Refer to Figs. P13-22 to…

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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A sign weighing 600 N hangs from a pin-jointed planar truss, as shown in Fig. 1. (a) Use the method of joints to determine the internal axial forces F, and F, in members CD and DE, respectively. Neglect the weight of the truss members. (b) Use the method of sections to determine the axial force Fs in member FG. 1.2 m 1.2 m 1.2 m 0.9 m (3) 0.9 m (4) (1) 0.9 m (5) E D Bert's BAR-B-Q Fig. 1
Two rectangular section beams of width t are connected by a thin strip as shown in Fig-16. They bear the net vertical shear force V. Ignore the bending stress on the strip. Assuming these are two centilever beams and the vertical deflections of the two beams are equal. Obtain the shear forces in each beam.
In structural practice, steel clip angles are commonly used to transfer loads from horizontal girders to verticalcolumns. If the reaction of the girder upon the angle is a downward force of 45 kN as shown in Fig. 2-16 and iftwo 22-mm-diameter rivets resist this force, find the average shearing stress in each of the rivets. As in Problem2.5, assume that the rivet fills the hole.
Please solve the reactions and draw the shear and bending moment diagrams for the beam shown using the Consistent Deformation method.
Q.22 The loading, shear force and bending moment diagrams are given in the figure. Determine the position of point of contraflexure y from support B. (4) 21Nm- -In 5KN 30 in O 4KN tending diagram 2m SFD O AND IKN
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4.9 through 4.11 Two vertical forces are applied to a beam of the cross section shown. Determine the maximum tensile and com- pressive stresses in portion BC of the beam. 10 mm 10 mm 50 mm Fia. P4.10 50 mm 10 mm A BY 150 mm Q Search 10 kN 250 mm S C L 10 kN 150 mm CO D
STRESSES IN BEAMS Problem 2 The simply supported beam in Fig. (a) has the T-shaped cross section shown. Determine the values and locations of the maximum tensile and compressive bending stresses. 400 lb/ft 1000 lb - 6 in. Į C0.8 in. D A 0.8 in.- 8 in. - 4 ft- Rg = 3400 lb 10 ft R = 1600 lb %3D %3! (a)
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Q1:The over hanged beam shown in fig. 1, is subjected to a couple( M-qL? ) at the center and additional load of (P= qL) at the hang over part of the beam. Draw the shear force and bending moment diagrams. м B L/2 L/2 L/2 Fig 1

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2 to 13-37 Refer to Figs. P13-22 to P13-37. Construct the shear force and the bending moment diagrams for the beam in each figure due to the loading shown by using the relationships among the load, shear, and moment dia- grams. 5 kips 4 kips/ft Tom A 10 ft- -20 ft- B -10 ft-