Assuming that the beam in Worked Example 1 is only laterally and torsionally restrained at the supports, determine whether a 356 × 171 × 51 kg m−1 UB section in S275 steel is still suitable?
The figure shows a simply supported beam and cantilever with uniformly distributed loads applied to it. Using grade S 275 steel and assuming full lateral restraint, select and check a suitable beam section. Solution
A cantilever beam is needed to resist the loading shown below. Select a suitable UB section in S 275 steel to satisfy bending and shear criteria only assuming full lateral restraint. Solution
Check the suitability of 356 X 171 X 51 kg/m UB section in S275 steel loaded by uniformly distributed loading Gk = 8KN/m and Qk = 6KN/m as shown below. Assume that the beam is
Determine the section classifications for the following steel section: (a) 553 x 210 x 138kg/m UB in grade S275 steel. (b) 356 x 171 x 45 kg/m UB in grade S355 steel. Solution for b
Determine the section classifications for the following steel section: (a) 553 x 210 x 138kg/m UB in grade S275 steel. (b) 356 x 171 x 45 kg/m UB in grade S355 steel. Solution