What is the by-product of the steel industry?
The best-suited rolled steel section for a tension member is
What is the typical ultimate tensile strength range of structural mild steel?
How are structural members composed of two angles back to back connected throughout their length?
The effective length of a battened strut with an actual length of L, effectively held in position at both ends but not restrained in direction, is taken as:
What is the ratio of plastic moment to yield moment called in the theory of plastic bending of beams?
The permissible stress in axial tension in a steel member on the net effective area of the section shall not exceed (where fy is the yield stress):
The constant β in the formula βAg0fy/γm0 for tensile strength of angle section does not depend on:
For an I-section beam, the shape factor is 1.12. The factor of safety in bending is 1.5. If the allowable stress is increased by 25% for wind and earthquake loads, then the load factor is:
Which of the following statements about beam-columns is true?