a simply supported beam is loaded by a uniformly distributed load of 200 lb/ft as shown in the figure. the cross section is made of many wooden pieces as shown. given that the lag screws to be used are ½ in in diameter and the allowable shear force in each lag screw is 500 lb, determine the longitudinal spacing required for lag screws at a and b. also, find the displacement and rotation at 5 ft.
Given data
A simply supported beam is loaded by a uniformly distributed load of 200 lb/ft as shown in the figure
a simply supported beam is loaded by a uniformly distributed load of 200 lb/ft as shown...
16.6a) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. What is the required plastic section modulus Zx? (Include self-weight) 16.6b) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. Deflection is not to...
A simply supported wood beam with a span of L = 16 ft supports a uniformly distributed load of w0 = 305 lb/ft. The allowable bending stress of the wood is 1.30 ksi. If the aspect ratio of the solid rectangular wood beam is specified as h/b = 1.75, calculate the minimum width b that can be used for the beam. A simply supported wood beam with a span of L = 16 ft supports a uniformly distributed load of...
2. A 30 ft long simply supported beam supports a uniformly distributed load of 2 kips/ft over the entire span. The beam and cross section are shown below. Draw the shear and moment diagrams, find the neutral axis location, moment of inertia of the composite section, the maximum bending stress on the cross section. (40 points) 10" 2 k/ft 1-3" 30'-0"
A simply supported wood beam with a span of L = 17 ft supports a uniformly distributed load of w0 = 250 lb/ft. The allowable bending stress of the wood is 1.65 ksi. If the aspect ratio of the solid rectangular wood beam is specified as h/b = 2.25, calculate the minimum width b that can be used for the beam.
A simply supported wood beam with a span of L = 12 ft supports a uniformly distributed load of w0 = 300 lb/ft. The allowable bending stress of the wood is 1.70 ksi. If the aspect ratio of the solid rectangular wood beam is specified as h/b = 3.00, calculate the minimum width b that can be used for the beam.
A 26.0 ft. simply supported beam is subjected to factored uniformly distributed load of wa equal to 6.0 kips/t. Beam properties are as follows: b-14 in, d-24 in, 4,000 psi (normal-weight concrete) and fy -60,000 psi. Design shear reinforcement for the entire beam (you can use symmetry if applicable). Use two different spacings over the beam length to come up with economical design. Perform all necessary checks and calculations. Draw final design for shear ma reinforcement indicating distribution (i.e, lengths,...
The W33 x221 steel simply supported beam is loaded with concentrated loads and uniform load as shown with the load P= 150kip and w = 10kip/ft. For this beam do the following; a) Draw the shear and bending moment diagram b) Calculate the maximum compressive and tensile stress c) Calculate the maximum shear stress P Р 3 ft 3 ft w 10 ft
For the simply supported beam shown, the span is 40 ft, dead load including own weight is 5 k/ft and live load is 4 k/ft. Assume fy-60,000 psi and fc 4000 psi, find: Size of the longitudinal reinforcement at the critical section (5 points) Spacing of U stirrups # 4 at the critical section (support width is 12 in.) (5 points) a. b. 48" 26.5" As 16
A simply supported wood beam with a span of L = 23 ft supports a uniformly distributed load of w0 = 300 lb/ft. The allowable bending stress of the wood is 1.95 ksi. If the aspect ratio of the solid rectangular wood beam is specified as h/b = 2.25, calculate the minimum width b that can be used for the beam. Wo 2L Answer: b - in. The number of significant digits is set to 3; the tolerance is +/-1%
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...