L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m Draw the Shear and Moment Diagrams for: a. Beam A-B-C b. Beam D-E-B
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- Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly connected between steel and bronze segments. What is the stress in each material given that P = 15 kN? Specify whether tension or compression. Bronze Aluminum Steel A=400 mm? A=600 mm? A= 300 mm? 2P 3P 4P P -3 m + 5 m -4mMust include explanation , Don't Just copy ,I will rate accordingly. Q: A square ABCD has sides equal of 200 mm (Figure Q2 (a)). Forces of 150 N each act along AB and CD and 250 N acting along CB and AD. Evaluate the moment of the couple, which will keep the system in equilibrium.Qno3 solve it Asap
- d. Calculate "P" in KN considering failure on shear on rivets Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mmA line is recorded as 472.90 m long. It is measured with a0.65 kg tape which is 30.005 m long at 20 °C under a 50N pull supported at both ends. During measurement, thetemperature is 5 °C and the tape is suspended under a 75N pull. The line is measured on 3% grade. E = 200 GPa,cross-sectional area of tape is 3 mm2 and the coefficientof linear expansion is 0.0000116 /°C. Compute:a. The actual length of tape during measurement.b.The total error to be corrected for the inclined distancec.The true horizontal distanceplease solve this too same problem different values (ln9)
- The floor system used in a school classroom consists of a 4-in.reinforced stone concrete slab. Set a = 10 ft, b = 30 ftLoading: 4 inches reinforced stone concrete slab = 0.15 k/ft³LL for classrooms = 0.04 k/ft² Using “No.10-11” problem. Set a = 10 ft and b = 15 ft. What is the reaction at B and F?a. 5.50 kb. 4.50 kc. 6.50 kd. 7.50 k What is the magnitude of the triangular loading that acts along girder ABCDE?a. 0.45 k/ftb. 0.55 k/ftc. 0.65 k/ftd. 0.75 k/ft Using “No.10-11” problem. Set a = 7.5 ft and b = 20 ft. What is the loading that acts along joist BF?a. 0.475 k/ftb. 0.575 k/ftc. 0.675 k/ftd. 0.775 k/ft What is the loading that acts alongside girder ABCDE.a. 4.75 kb. 5.75 kc. 6.75 kd. 7.75 k14. A steel column carries an axial load of 800 kN and a moment of 69 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties: A = 12886 mm2 rx is 109 mm ry = 94 mm Sx = 1200 x 103 mm3 K = 1.0 L= 3.6 m E = 200,000 Mpa Fy = 248 Mpa Use NSCP specification for compressive stress and Fb =148 Mpa. Determine the Bending Stress if Bending alone existed. Round your answer to 2 decimal places.plzzzz help me nowww What is the minimum Block mass (kg) that is required to open the gate A-B? The density of water is 1000 kg/m3 and the density of the block is 8000 kg/m3. The specific gravity of oil is 0.9. The depth of the gate is not required. The external force that effects the gate at point A is Fe=3000 N, while the hydrostatic force Fh=9313.8 N
- A line is recorded as 472.90m long. It is measured with a 0.65kg tape which is 30.005m long at 20C under a 50N pull supported at both ends. During measurement, the temperature is 5C and the tape is measured on 3% grade. E=200GPa. cross sectional area of tape is 3mm and the coefficient of linear expansion is 0.0000116m/"C. A) Compute for sag correction ... Please also indicate how to get the (Pm pull during measurement)A steel column carries an axial load of 819 kN and a moment of 63 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties: A = 13172 mm2 rx is 109 mm ry = 94 mm Sx = 1200 x 103 mm3 K = 1.0 L= 3.6 m E = 200,000 Mpa Fy = 248 Mpa Use NSCP specification for compressive stress and Fb =148 Mpa. Determine the Compressive Stress if Axial load only existed.c. Calculate "P" in KN considering failure on bearing on projected area. Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm