b. A wooden beam made of Western Cedar (Select Structural, use properties for beams) is loaded...
A timber [E = 1,800 ksi] beam is loaded and supported as shown. The cross section of the timber beam is b = 4 in. wide and h = 7 in. deep. The beam is supported at B by a 0.875-in.-diameter aluminum [E = 10,500 ksi] rod, which has no load before the distributed load is applied to the beam. After a distributed load of w = 610 lb/ft is applied to the beam, determine (a) the force carried by...
A simply supported beam loaded by two forces is shown in the figure. Select a pair of structural steel channels mounted back to back to support the loads in such a way that the deflection at midspan will not exceed 1/2 in and the maximum stress will not exceed 15 kpsi. Use superposition. In the figure, F1 = 450 lbf and F2 = 300 lbf. Use Table A-7 to select the smallest Imperial units channel that meets the requirements, where...
Consider the two-beam system below. The beams are pin jointed at B and simply supported at their other ends at the base of the system). A spring of stiffness, k, connects the two beams to prevent the system collapsing. The unloaded length of the spring is h/2. A load of magnitude Pis applied at point B. } a. Using the method of virtual work, find the value of that keeps the system in equilibrium with the given geometry shown in...
Properties for all problems Sut = 80 ksi, 5= 60 ksi, Sf = 40 ksi, q=0.85 (notch sensitivity), steel E = 30e6 psi Remember we use Modified-Goodman for all calculations Problem 1 A 1-inch diameter rod that is 8 inches long has a bearing at one end and another bearing at 6 inches (treat bearings as simple supports). A vertical load is applied at the end of the overhanging rod and a torque is transmitted through the length of the...
A W410 × 60 steel beam (see Appendix B) is simply supported at its ends and carries a concentrated load of P = 300 kN at the center of a 6.0-m span. The W410 × 60 shape will be strengthened by adding two cover plates of width b = 250 mm and thickness t = 16 mm to its flanges, as shown. Each cover plate is attached to its flange by pairs of bolts spaced at intervals of s =...
How do I solve this? Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
the question needed to be solved is at the top. I provided tables used to solve this problem and an example problem. Desian an economical rectongulay bean size and,select the reinforcing borsvebra Stinply Supported span of 2o feet This beann i to Corry a live lod of 1900 Ibs Jlt and a dead load of 1750 lift. Use a Concrete compresive stress of 3500 put, Mo.3 stirrups, and a Grade 0 ranbrcng Desitn the rechangular beam Codeng deflechoo and bendin...