Could you help with the reaction forces? Dy, Ay, Ax, Dx ? thanks
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Could you help with the reaction forces? Dy, Ay, Ax, Dx ? thanks
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- please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS A wood beam carries the loading shown in the figure. calculate the magnitude of the bending stress (in Pa) at a point 34 mm from the top of the of the beam on a section 1.66 m from A if P = 5381 N, W = 2349 N/m, a = 1.31 m, b = 2.12 m, c = 1.27 m, L = 72 mm and h = 239 mm. Round off the final answer to two decimal places.please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS For the beam shown, calculate the magnitude of the bending stress (in psi) at a point 0.68 in from the top of the beam on section 1.91 feet to the right of B if P = 1105 lb, Q = 4147 lb, w = 0.76 in, L = 8.2 in, b = 3.76 in, and h = 1.21 in. Round off the final answer to two decimal places.Can I get help with the yield strength and the rest
- Work out the quantity of steel in a 7m long simply supported beam of size 350 X 600mm overall. Bottom bar: 4 – 12mm diameter straight bars. Anchor bar: 2 – 12mm diameter straight bars, stirrups 10mm diameter @ 250mm c/c throughout the length of the beam. Clear cover as 25mm on all sides.can you assume any diameter of the tubing for top of you head. thanksCalculate the magnitude of the resultant support reaction at A. -Include direction (upward, downward, N, E, W, S, or if Tensile or Compressive -Include 4 decimal points -Provide a readable solution
- please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS For the beam shown, calculate the magnitude of the bending stress (in psi) at the bottom of the beam on a section 1.52 feet to the right of B if P = 2002 lb, Q = 8084 lb, w = 1.18 in, L = 8.47 in, b = 3.69 in, and h = 1.12 in. Round off the final answer to two decimal places.Work out the quantity of steel in a 5m long simply supported beam of size 150 X 400mm overall. Bottom bar: 4- 10mm diameter straight bars. Anchor bar: 2-08mm diameter straight bars, stirrups 8min diameter @ 150mm cic throughout the length of the beam. Clear cover as 10mm on all sides.What is the internal force in member AB? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , CSHOW SOLUTIONS
- Zero force membersAn experimental beam is composed of the three materials shown. The materials are firmly fastened together so that there is no relative movement between them. Allowable stresses are: 1. Which of the following gives the moment of inertia with respect to neutral axis of the equivalent wood section? a. 580.45 x10⁶ mm⁴ b. 480.45 x10⁶ mm⁴ c. 670.45 x10⁶ mm⁴ d. 540.50 x10⁶ mm⁴ 2. Which of the following gives the maximum moment that can be applied so that allowable bending stress of aluminum will not be exceeded in kN.m? a. 49.8 b. 33..8 c. 71.5 d. 54.5 3. Which of the following gives the maximum moment so that the given allowable bending stresses will not be exceeded in kN.m? a. 49.8 b. 71.1 c. 33.8 d. 60.5Tension member
