For the inhomogeneous steel-reinforced wood beam shown in the figure, use the direct method to determine:...
4. Determine the maximum uniform distributed load w0 that can be supported by the wood beam reinforced by the steel channel if the allowable of stress for the steel is 1.4 ksi and the allowable stress for the wood is 77 psi. Esi = 29(10) ksi, Ew = 1600 ksi. wo 4 in. Hos in 8 ft 8 ft 15 in. M = 850 lb-ft 0.5 in. 0.5 in.
Problem No. 3 (16pt) A wood beam is strengthened using two steel plates as shown in the figure below. If moduli of elasticity are Est = 30,000 ksi and Ebr = 1,5000 ksi for steel and wood, respectively. Use transformed section method to determine: Wood a. The maximum moment about the z-axis if the allowable normal stress for the wood is Ow,all = 1.3 ksi. b. The maximum moment about the z-axis if the allowable normal stress for the steel...
Review Part A A wood beam is reinforced with steel straps at its top and bottorm as shown in the figure below (Figure 1). Determine the maximum bending stress developed in the steel if the beam is subjected to a moment of M = 110 kN-m Take E = 10 GPa 200 GPa Express your answer to three significant figures and include appropriate units. Units Submit Request Answer Part B Determine the maximum bending stress developed in the wood. Express...
A wood beam (1) is reinforced on its lower surface by a steel plate (2) as shown in the figure. Dimensions of the cross section are b 1 = 220 mm , d = 385 mm , b 2 = 190 mm , and t = 25 mm . The elastic moduli of the wood and steel are E 1 = 12.5 GPa and E 2 = 200 GPa , respectively. The allowable bending stresses of the wood and steel...
The composite beam is constructed from wood and reinforced with a steel strap 10 mm 300 mm 10 mm 175 mm 52 kN. Take E 200 GPa E= 15 GPa. It is subjected to a shear of V TUDICll.23 Part A Use the method of composite beams and calculate the maximum shear stress in the beam Express your answer to three significant figures and include appropriate units ? Value Units Tmax= Submit Request Answer Provide Feedback The composite beam is...
1. A composite beam is made of wood and reinforced with a steel strap located on its bottom side. It has the cross-sectional area shown in the given Figure. Given the beam is subjected to a bending moment of M 2 kN m and the material properties wood and steel are, E Esteel 200 GPa, respectively, determine the of wood 12 GPa and 150 mm normal stress at points B and C (20 points) 20 mm
The 5.2 x 10.4-in. timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticity for wood is 1.8 × 106 psi and for steel 29 x 106 psi. Knowing that the beam is bent about a horizontal axis by a couple moment oß35 kip determine the maximum stress in the wood. in., 5.2 in 10.4 in 4.5 × ½ in. ksi 10 The 5.2 x 10.4-in. timber beam has been strengthened by bolting...
7 A simply supported composite beam 12 ft. long is loaded by a force of 6 k as shown. The cross-section of the composite beam consists of a wood block reinforced on its top and bottom by steel channels. The wood block has a modulus of elasticity of 2000 ksi while the steel channel has a modulus of elasticity of 30000 ksi. The steel channel has the following dimensions. Section Area Izz Centroid d tw bf in2in in.) Kin.) (in)...
A composite beam of steel and wood is loaded as shown. The dimensions of the wood block are 4.00 in by 16.0 inches, with steel plates that are 4.00 in wide and 0.75 in thick. The load varies along the beam as, w(x) 100 5x2 where x-0 at the wall, x is in feet, and the load is in kip/ft. The length of the beam is 15 feet. Assume all within elastic limit. Determine The reactions at the wall a....
A composite beam of steel and wood is loaded as shown. The dimensions of the wood block are 4.00 in by 16.0 inches, with steel plates that are 4.00 in wide and 0.75 in thick. The load varies along the beam as, w(x) 100 5x2 where x-0 at the wall, x is in feet, and the load is in kip/ft. The length of the beam is 15 feet. Assume all within elastic limit. Determine The reactions at the wall a....