751. A timber beam with a square cross section supports the loads shown in Fig. P-751. Determine the cross-sectional dimensions if the allowable flexural stress is 1450 psi. What is the maximum shearing stress developed in the beam? 450 lb 200 lb/ft 3 ft- -9 ft- Figure P-751
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- show all work clearly organizedes Required information Problem 01.061- A two link assembly with point loads Two horizontal 13-kip forces (P) are applied to pin B of the assembly shown. A 0.8-in diameter pin is used at each connection. 0.5 in. 18 in.. 60 45% 0.5 in. 18 in Problem 01.061.a - Shearing stress at a pinned joint within a two link assembly Determine the average shearing stress in the pin at C The average shearing stress in the pin at Cis 38.066 ksi2. Per ACI318-19, choose the correct value of the strength reduction factor ø for the flexural capacity of a beam with ɛ = tension face. 0.0032, where & is the strain for steel reinforcement closest to the (A)0.9 (B) 0.85 (C) 0.75 (D)0.65
- A 350mm x 600mm prestressed beam has a simple span of 20m. Thebeam uses stress relieved tendons with specified tensile strength f pu =1862 MPa and an effective stress in prestressed reinforcement afterallowance for all prestress losses f se = 1100 MPa. The area of prestressreinforcement in tension zone is A ps = 1800mm 2 applied 90mm abovethe bottom of the beam and fc’ = 35 MPa.a. Determine the reinforcement indices for the prestressed beam ifit is not to be grouted (unbonded) after the application of theprestress.b. Determine the reinforcement indices for the prestressed beam ifit uses bonded tendons.c. The safe ultimate moment capacity of the beamd. The safe live load that the prestress beam could carry.Topic: Restrained Beams 140KN 2.5m 3.5m 5KN/m 3.2m МА 6m MB 11WL2 Pab² 5WL2 Pa?b MA = - MB = - 192 L2 192 L2 INSTRUCTION: 1. Determine the maximum stress in the timber beam with the size of 120 x 370mm.E6
- What is the largest allowable vertical shear?Q2: supported beam made of steel , E=200 Gpa shown in fig 2a loaded with concentrated load of p=10 kN. The cross section area shown if fig 2b, and the beam have the following dimension a = 3.2 m, b=1.6 m, c= 80 mm, t= 25 mm, h= 90 mm. Find the maximum shearing stress and the flexural stress of simply c/2 P a b h B はt Fig 2a Fig 2b2. The beam shown is prestressed using a bonded (stress relieved tendons) with a specified tensile strength of prestressing tendons fpu = 1350 MPa, and fc' = 35 MPa. The area prestressed reinforcement in tension zone Aps = 1000 mm?. The specified yield strength of prestressing tendons fpy = 1160 MPa. 0.85fc' C a 430 (d-a/2) Ap=1000 T=ApsSps 250 a. Determine the value of the stress in prestressed reinforcement at nominal strength. b. Determine the value of the depth of the compression block. c. Which of the following gives the ultimate moment capacity of the prestressed beam.