The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is

Related Questions

• The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is
• As per IS: 800, in the plastic design, which of the following pairs are correctly matched? Working Loads Load factor (i) Dead load 1.7 (ii) Dead Load + imposed load 1.7 (iii) Dead load + load due to wind or 1.3 seismic forces (iv) Dead load + imposed load + load 1.7 due to wind or seismic forces Of these statements
• A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is
• A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is
• The effective length of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
• The effective length of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
• For simply supported beams, the maximum permitted deflection, is
• Under a concentrated load, bearing stress fb in a beam is given by (where b is the length of the bearing plate and h is the depth of the root of the fillet).
• Under a concentrated load, bearing stress fb in a beam is given by (where b is the length of the bearing plate and h is the depth of the root of the fillet).
• If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is