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ESE 2021 Technical Quiz || Beam Design & Plate Girders
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Question 1
A welded plate girder, consisting of two flange plates of 350 mm × 16 mm each and a web plate of 1000 mm × 6 mm, requires
Question 2
In which of the following cases is the compression flange most susceptible to buckle laterally?
Question 3
Consider the following statements in respect of gantry girders:
1) Gantry girders are designed for 30% extra load of crane capacity for impact.
2) Maximum deflection for dead and imposed loads without impact is limited to span/500.
Which of these statement/s is/are correct?
1) Gantry girders are designed for 30% extra load of crane capacity for impact.
2) Maximum deflection for dead and imposed loads without impact is limited to span/500.
Which of these statement/s is/are correct?
Question 4
What is the value of self weight of truss of span 40 m in N/m2 as per IS: 875 – part I
Question 5
If “P” is wind pressure in kg/cm2, v is the velocity in km/hour and k is constant of proportionality then ____
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Jul 11ESE & GATE CE
