Beam ABCD carries a concentrated load and uniformly distributed load as shown below. Draw the shear and moment diagram of the given beam. Show your solutio sokN 30KN/M A 2m 2M R2 RI
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- Please answer in 30 minutes. STRENGTH OF MATERIALS (Please write the complete solutions and FBDs completetely and correctly. No long explanation needed.Thumbs up will be given) A loaded beam, 60 mm wide by 200 mm high and 8 in long, has the shear and moment diagrams as shown below. (a) Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type and magnitude of stress in a fiber 40 mm from the top of the beam at a section 2.5 m from the left end, Express final answers in MPa. (Use I=bh3/12Determine the slenderness ratio and the Euler buckling load for round wooden dowels that are 3.00 m long and have a diameter of (a) 19 mm and (b) 29 mm. Assume E = 14 GPa. Answer:(a) Slenderness ratio = Pcr = N (b) Slenderness ratio = Pcr = NA rectangular reinforced concrete beam has a cross-section dimensions b=400mm andoverall depth h= 800mm. The beam as shown in the image below carries asuperimposed dead load of 12 kN/m (excluding the self-Weight of the beam) andspecified live load of 20 kN/m. The beam has a compressive strength of 30Mpa andreinforcement yield strength of 400 Mpa a) What is the self weight of the beam? b) What is the modulus of elasticy and yeild strain of reinforcement
- Calculate the nominal moment strength of a reinforced concrete beam 240 mm x 480 mm if at failure of the concrete compression strain is 0.003 and the tensile strain=0.005. The flexure bars are 20 mm in diameter enclosed by 10 mm stirrups. Use f'c = 22 MPa and fy = 420 MPa. Express your answer as a whole number in the unit of kN.m.a) Dimensioning of concrete beam i borderline conditionA free-standing beam in concrete with 4Φ20 K500-T is preliminary dimensioned according to the figure below.Estimate the load q that it can handle according to dimensioning for bending moments.Figure 1. Britt laid beam with rectangular cross-section. b=450mm d=550mm concrete=C35 steel=K500-T Draw moment and transverse force diagrams in scaled figures. Show the calculations in all steps andexplain formulas.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.
- STRENGTH OF MATERIALS (Please write the complete solutions and FBDs completetely and correctly. No long explanation needed.Thumbs up will be given) A loaded beam, 60 mm wide by 200 mm high and 8 in long, has the shear and moment diagrams as shown below. (a) Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type and magnitude of stress in a fiber 40 mm from the top of the beam at a section 2.5 m from the left end, Express final answers in MPa. (Use I=bh3/12)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.Pls help me I need answer for this asap. Thank you!! The frame is used to support the wood deck in a residential building. Calculate and illustrate the magnitude loading in kN/m acting at beam DE. Set a = 1.5 and b =4. Dead Load = 0.54 kN/m2Live Load = 1.92 kN/m2
- A tapered rod with length c = 7m and cross - sectional dimensions a = 270n mm and b = 119 mm is carrying an axial load P = 75kN . If the modulus of elasticity of the rod is E = 164GPa , determine the elongation of the rod in mm . Final ans. in 3 dec placeCalculate the nominal moment strength of a reinforced concrete beam 210 mm x 490 mm if at failure the concrete compression strain is 0.003 and the tensile steel strain is 0.005. The flexure bars are 20 mm in diameter enclosed by 10 mm stirrups. Use f'c = 22 MPa and fy = 420 MPa. Express your answer as a whole number in the unit of kN.m.For the wooden beam sketched in the figure, ask for the mid-span section. a) Determine the normal stresses at points 1, 2, 3 and 4. (Represent the distribution of normal stresses in the section) b) Check the structural safety in relation to normal stresses. (Adopting γt = 3.2 and γc = 2.5) ADDITIONAL DATA / INFORMATION Characteristic strengths of wood: TENSION: σr,t = 52 MPa COMPRESSION: σr,c = 40 MPa