Design the Base plate for an ISHB 300 @ 63.0 kg/m column to carry a factored load of 1000 kN. Take Fe 410 grade steel and M25 grade concrete.
Advantages and Disadvantages of bolt connections.
[5 marks]Explain types of welds with sketches.
[5 marks]Determine the Tensile strength of an angle ISA 100 x 75 x 6 mm connected to the gusset plate by 4 mm welds at toe (140 mm long) and back (310 mm long) also calculate the efficiency of the tension member and take fy = 250 MPa.
Explain the advantages and disadvantages of steel structure.
[5 marks]Explain the various loads and its combination used in structural steel as per Codal.
[5 marks]Find out the Number of Bolt for connecting two plates 120 mm X 6 mm to transmit a factored load of 150 kN. Use 16 mm diameter black blots of grade 4.6 and steel plate having fu = 410 N/mm2. Consider Ultimate strength of bolt material fub = 400 N/mm2.
Explain the classification of Beam Section accordance to their nature in Bending.
[5 marks]Explain the Various Failure modes of Beams.
[5 marks]Draw neat sketch the single and double lacing system.
[2 marks]Design a Steel column to carry factored axial load of 1500 KN. The length of column is 3 m and fixed at both ends. Page 1/1
[8 marks]