2 m 2 m F = 600 N 3 m Probs. 2–112/113
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- d(mm)=125 q(kN/m)=3.0 F(kN)=2.0 T allow(MPa)= 2.5The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, RThe shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN
- Table of values: bf = 1482 mmbw 462 mmt = 292 mm fc' = 28.2 MPafy = 384 MPad = 1011 mmd' = 112 mmL(beam) = 15.1 mW_D1= 48.4 kN/mW_L1 = 56.9 kN/mW_D2 = 184.4 kN/mW_L2 = 208.9 kN/mPROBLEM: A simply-supported T-beam is subjected to two pairs of distributed loads: pair 1 (W_D1, W_L1)and pair 2 (W_D2, W_L2). The geometric, material and loading properties are all given on thetable above. 1. Solve for the height of the compression stress block using pair 1. 2. Solve for the theoretical steel area using pair 1. 3. Using Es = 0.004, solve for the theoretical steel area using pair 2. 4. Using Es = 0.005, solve for the theoretical steel area using pair 2.A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.A simply supported beam having a span of 8m, carries a concentrated load of 40kn at 6m. from the left support. Use EI=80000 kN-m^2.using conjugate beam method1. Compute the slope at the left support.a. 0.00125 radb. 0.001 radc. 0.00727 radd. 0.00025 rad2. Compute the slope at a point 2m. from the left support. a. 0.00125 radb. 0.001 radc. 0.00727 radd. 0.00025 rad3. Compute the deflection at the point of application of the loads. a. 3mmb. 0.72mmc. 6.16mmd. 5mm
- please solve 16 with the information from 14....... Asap plzzza = 4.5 m b = 33.0 kN/m c = 13 kNProperties: • b1 = 300 mm • b2 = 180 mm • d1 = 250 mm • d2 = 350 mm • f'c = 28 MPa • fy = 414 MPa • eccentricity = 200 mm Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in kN 4. Moment Capacity in kN-m