Q - (A) // The figure A shown that the beam which is supported with a pin at A and a roller at B, where the pin diameter is 1.5 in. The beam section is hollow box with wall thickness is 0.75 in. The force P= 3500 lb. Determine (a) the bearing stress between the pin at A and the box beam and (b) the shear stress in the pin at A. Pin at support A - Box beam -Box beam 8 in |-10 in- -3 ft- -6 ft-

Q - (A) // The figure A shown that the beam which is supported with a pin at A and a roller at B, where the pin diameter is 1.5 in. The beam section is hollow box with wall thickness is 0.75 in. The force P= 3500 lb. Determine (a) the bearing stress between the pin at A and the box beam and (b) the shear stress in the pin at A. Pin at support A - Box beam -Box beam 8 in |-10 in- -3 ft- -6 ft-

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

1 A beam of T-section is supported and loaded as shown in the figure below. The cross section has width b = 2.5in., height h = 3in., thickness t = 0.5in, C₁= 2in, and C2 = 1in. Determine the maximum tensile and compressive stresses in the beam if I = 2.0833 in4. 4₁ = 4 ft P=625 lb q=80 lb/ft Than2-843- -L3-5 ft- €2
As the safe normal stress of the wood used for the beam and loading condition shown in the figure is 12 MPa, determine the optimum cross-section height (mm) of the beam.
Q8(): For the truss shown in the Figure, if the diameter of pins at A and G are 3 in and2 in, respectively. Both stresses in A and 70 kips 50 kips A 4ft В 4# C 4ft are double shear. Determine the shear stresses in 9 ft pins at A and G and the stresses members AG; AF member GF if their diameter is 4 in and in.
Q70: For the truss shown in the Figure, if the diameter of pins at A and E are 60mm and 80mm, respectively. The stress in A is double shear while it is single shear in E. Determine the shear 3m 2m 2m 3 m 3 m 3 m F 3 m 110KN 110 KN stresses in pins at A and E and the stresses in members BG; and member BC if their diameter is 110 mm.
A plane portal frame ABCE has a cantilever extension CD on the right-hand side, shown in Figure 1. The frame is fully hinged at A and pinned on rollers at E. It is subjected to a uniformly distributed vertical loading of intensity 30 kN/m over the horizontal portion BCD and a horizontal point load of magnitude 40 kN at the midpoint of member CE. 1.1Calculate the support reactions 1.2 Draw the shear force and bending moment diagrams for the frame, clearly showing your calculations (member free-body diagrams)
Write the stress types acting on each bar in the supported beam system in the figure.
Q8(): For the truss shown in the Figure, if the diameter of pins at A and G are 3 in and 2 in, respectively. Both stresses in A and 70 kips 50 kips 4 ft B 4 ft are double shear. Determine the shear stresses in pins at A and G and the stresses in 9 ft members AG; AF member GF if their diameter is 4 and in.
Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the shear stress occurring in the point.
2 kip/ft 6 in 10 in B. 40 kip 16 in D. 16 In 5 ft 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axial load, as shown. Assume that the Internal resultants on the cross-section passing through point D are as follows: • ND -40 kip • VD 0 Mp = +100 kip-ft Which of the following is closest to the longitudinal normal stress at point D? O-78.1 psi +235 psi O-153 psi O-1.77 ksi H:
A cantilever beam of length L1= 250 mm, L2= 250 mm, and L3= 300 mm supports two loads of P1 = 8 kN and P2 = 1.5 kN, shown in figure. Determine the maximum shear stress on the web of the cantilevered strut at section a-a. a 20 mm I=1.78625x10°mm 70 mm -B y. =36.25 mm 20 mm 50 mm Lütfen birini seçin: a. None b. 7.68 MPa С. б.98 МPа d. 4.06 MPa е. 3.69 МPа
AB beam with a pin in A and a short lever BC as shown in the figure is supported. A, B and C pins have a diameter of 18 mm. P = 45KN and α = 20 °. Calculate the shear stresses at the B pin in this loading condition.