Determine the design strength of a T-Beam with the following data: b+= 700 mm bw = 300 mm hy = 100 mm d = 500 mm f₂ = 21 MPa fy = 414 MPa A: 5-20 mm dia.
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- Compute the value of EIy at midspan for the beam loaded as shown.Determine the pure axial load capacity (kN) of the given tied column. Express your answer in whole number. B = 650 mm db = 32 mm f'c = 32 MPa fy = 420 MPaTwo 500-mm2 aluminum bars AB and AC meet at point A where a vertical downward load of 50 kN is applied. Determine the vertical displacement of point A. Use E = 70 GPa for aluminum. Please explain and show what formula you will use. Thanks!
- The cantilever beam above is made up of concrete with E = 70 MPa, refer to the table below for the properties and loads for the beam: Given: b(mm) = 250 h(mm) = 400 w(kN/m) = 15 Mb(kN-m) = 45 Using area moment method, determine the following: 1. Vertical reaction at A, RA. 2. Moment reaction at A, MA. 3. Flexural rigidity of the beam in N-mm^2 4. Rotation at B, in degrees. 5. Rotation at C. in degrees. 6. Deflection at B in mm. 7. Maximum deflection of the beam in mm. 8. If a concentrated load will be placed at B to remove the deflection at C, determine the magnitude of this load in kN.Compute using Euler's formula: A square aluminum bar is to support a load of 65kN on a length of 4.50 m. Assume pinned ends, Determine the length of each side E = 70 GPa.Question (2): A rectangular beam has a width b = 300 mm, and effective depth d = 500 mm and a total height h = 550 mm. The beam is reinforced with three bars number 22. Compute the nominal strength of the beam cross section Mn and the design moment Mu. For all questions, Use f’c= 28 MPa and Fy= 420 MPa
- A wooden beam 150 mm wide by 300 mm deep is loaded as shown. fb = 8 MPa a) Determine the maximum capacity of the beam. b) Determine the value of maximum value of P if x is 2m.In a given T-Beam, flange width = 700 mm, slab thickness = 100 mm, web thickness = 350 mm, effective depth = 450 mm. It is singly reinforced at the bottom side (tension side) with As = 2775 sq. mm. Take fc' = 17.24 MPa, fy = 413.7 mm. b) Determine the value of "Mu"The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored liveload in Kilo Pascals? Express your answer in 2 decimal places
- 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 placeA beam section is shown in the figure. The beam will be subjected to a maximum service dead load of 215 kN.m. (including its own weight). Use f’c = 21 MPa and fy = 415 MPa. a.) Determine the effective depth of the beam. b.) Determine the distance of the neutral axis to the extreme compression fiber. c.) Determine the safe live load moment for this beam.b) A simply supported beam of span 20m carries two concentrated loads 4kN at 8m and10kN at 12m from one end.Calculate (a)the deflection under each load, (b) the maximum deflection, E = 200 000 N/mm2; I= 109 mm4