steel design Problem 3: A W 410 x 46.1 is connected at its ends with 12.5...
Q3. Determine the LRFD strengths for aW12 x 50 (A36 steel) with two lines of 4-in bolts in its flange (three in a line 4-in on center) as shown in Fig. Q3. Gross section yielding, tensile rupture and blockshear strengths must be investigated. Properties of the beam properties of the channel are as follows: A 14.6 in2, d = 12.2 in, tw 8.08 in, t 0.64 in, I are as follows: The 0.370 in, by 391 in, ly 56.3 in,...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90...