STRENGTH OF MATERIALS 13.16Two equal steel beams are built-in at one end and connected by a steel rod as shown.Show that the pull in the tie rod isSWI3P32баl13nd?where d is the diameter of the rod, and I is the second moment of area of the section ofeach beam about its neutral axis. (Cambridge)W1/2 i-1/2

Answered: Image /qna-images/answer/e526207f-694c-4223-97c0-0fe0ab1519c2.jpg

13.16 Two equal steel beams are built-in at one end and connected by a steel rod as shown. Show that the pull in the tie rod is SWI3 P = 6al 32 + 13 nd? where d is the diameter of the rod, and I is the second moment of area of the section of each beam about its neutral axis. (Cambridge) W a -1/2- -1/2-

13.16 Two equal steel beams are built-in at one end and connected by a steel rod as shown. Show that the pull in the tie rod is SWI3 P = 6al 32 + 13 nd? where d is the diameter of the rod, and I is the second moment of area of the section of each beam about its neutral axis. (Cambridge) W a -1/2- -1/2-

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

A cantilever beam is subjected to a concentrated load of 2000N. The cross sectional dimensions of the double-tee beam are shown. Determine (a) the shear stress at point H, which is 17 mm below the centroid of the double-tee shape, (b) the shear stress at point K, which is 5 mm above the centroid of the double tee shape, and (c) the maximum horisontal shear stress in the double tee shape.
an I-beam is supported with a roller at A and a pin at B. The cross-section of the I-beam is shown.
a)??? b) left to the point of application of force P. The cross sectional area of the beam is 300 cm2 tgroughout the beam.
A uniform light beam has length 6 m. The lefthand side rests on a roller and the right hand sideis welded horizontally to a support. It bears a uniform load of 2 kN/m downwards, a concentrateddownwards load of 3 kN at x = 2 m and a concentrated anticlockwise couple of 4 kN.m at x = 4 m.Determine the form of the beam.
Determine the ratios of the weights of four beams that have same length.are made of the same material,are subjected to the same lmaximum bending moment,and have the same maximum bending stress if their cross sections are (I) a rectangle with height equal to twice the width,(2) a square,(3) a circle , and (4) a pipe with outer diameter d and wall thickmess f = di% (see figures).
A log that is 2 ft in diameter is to be cut into a rectangular section for use as a simply supported beam. If the allowable bending stress is sallow = 8 ksi, determine the required width b and height h of the beam that will support the largest load possible. What is this load?
Draw the shear stress diagram and bending moment diagram for a beam with the free body diagram shown below. Identify the location of critical point(s) in the beam. Given AB = 0.5 m, BC = 0.6 mm, and CD = 0.5 m.
Question 3The beam AD is made of a solid steel bar. Determine the slope at point B. Use E =200 GPa
A beam carries the loading shown in Fig. 4. Determine, (a) the smallest allowable width b of the beam if the maximum allowable bending stress is 93.75 MN/m². (b) to reduce the weight, a bore was made at the center of the rectangle with a diameter of 60 mm, what is the second moment of area of the resulting shape?
Suppose that w1 = 15 kN/m and w2 = 7.5 kN/m. Specify the location of FR on the beam, measured from point B to the right.
A beam is carrying a moment M as indicated. The cross section of the beam is symmetric about the z axis. The dimensions of the cross section and the location of the centroid (point C) are shown. Knowing that Iy = 280,000 mm4, Iz = 150,000 mm4, and M = 400,000 + UV in N.mm, where UV is 21(a) Calculate the components of the bending moment on the y and z axes, Myand Mz.(b) Identify which point at the cross section has the largest tensile stress, and which point at the cross section has the largest compressive stress.(c) Calculate the maximum tensile stress and the maximum compressive stress in the cross section
An I section symmetrical beamhas 200mm wide flange and overall depth of 500mm. Each flange is 25mm thickand the web is 20mm thick. Determine the maximum bending moment that should be imposed in the sectionif the tensile or the compressive stressis not to exceed 40MN/m^2 and what percentage of the moment is resisted by flange or web?