M4.3 Load capacity of beam-strut structure scenes The structure supports a distributed load of w. The...
M4.3 Load capacity of beam-strut structure scenes The structure supports a distributed load of w. The limiting stress in rod (1) is 340 MPa, and the limiting stress in each pin is 190 MPa. If the minimum factor of safety for the structure is 2.00, determine the maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 3.1 m 24-mm-diam. pin double shear w (kN/m) 26-mm-diam....
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The limiting stress in rod (1) is 380 MPa, and the limiting stress in each pin is 220 MPa. If the minimum factor of safety for the structure is 1.60, determine the 2 m maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 14-mm-diam. pin Home Chap 1. Stress Chap...
Beam AB is supported as shown in the figure. Tie rod
(1) has a diameter of 60 mm, and it is attached at B and C with 24 mm diameter double-shear pin connections. The pin
connection at A consists of a 37 mm diameter single-shear
pin. The pins at A, B, and C each have
an ultimate shear strength of 500 MPa, and tie rod (1) has a yield
strength of 280 MPa. A uniformly distributed load of w is applied
to...
A pin-connected beam AC shown in Figure is supported by 1.6m of strut BD. The beam is subjected to uniformly distributed load of 20 kN/m at 2.5m from A and an inclined concentrated load of 30 KN with 30℃ angle at respectively. The beam has a constant cross-sectional area of Abm = 0.004 m2 and the strut has a constant cross sectional area of Ast = 0.002 m2 respectively. The diameter of all pins is 20 mm. I. Determine the resultant...
The rigid structure ABD is
supported at B by a 36-mm-diameter tie rod (1) and at A by a
29-mm-diameter pin used in a single shear connection. The tie rod
is connected at B and C by 24-mm-diameter pins used in double shear
connections. Tie rod (1) has a yield strength of 260 MPa, and each
of the pins has an ultimate shear strength of 320 MPa. A
concentrated load of P = 50 kN acts as shown at D....
Beam AB is supported as shown in the figure. Tie rod (1) has a diameter of 58 mm ,and it is attached at B and Cwith 24 mm diameter double-shear pin connections. The pin connection at A consists of a 40 mm diameter single-shear pin. The pins at A, B, and C each have an ultimate shear strength of 500 MPа ,and tie rod (1) has a yield strength of 280 МРPа . A uniformly distributed load of W is...
5.3 m 7.5 m B D (1) 60 8 m 3.4 m P The rigid T shape ABD is supported by an elastic rod BC (with a 35 mm diameter). Pin A (30 diameter) is in single shear. mm Double shear pins B and C are 24 mm diameter. Rod BC has a yield stress of 250 MPa and all pins have a ultimate shear stress of 330 MPa. Take P 50 kN and determine: Normal stress in BC 1...
Problem #4: The frame supports the triangular distributed load shown Use Mohr's circle to determine the normal and shear stresses at point E that act perpendicular and parallel, respectively, to the grains. The grains at this point make an angle of 45° with the horizontal as shown. Point C is the pin support. 900 N/m 35 75 mmi 200 mm 2.4 m 0.6 m 100 mm 3 m 45° 50 mm 30 mm 1.5 m 100 mm
Problem #4: The...
The A-36 W150x37.1 b that can be applied to the beam without causing the strut to buckle or the beam to exceed allowable shear stress. Take F.S. 2. (20 points) steel rod BC has a diameter of 50mm and is used as a strut to support the eam. Determine the maximum intensity w of the uniform distributed load sw 6 m 3 m
Chapter 15, Supplemental Question 121 The simply supported beam supports a uniformly distributed load of w-300 lb/ft between supports A and B and a concentrated load of P = 2165 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are b 12 in., t2.50 in.,d-11 in., and tw-2.50 in. Using L-14 ft and xK3 ft, determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance...