You have read about connection details as a civil engineer how would you provide connection between precast beam and column and how you will eliminate bearing stresses? which type of girder we use now a days and why

Steel joists are manufactured in different series to account for which of the following?   Spanning and loading   Spanning   None of the above   Loading

ASSIGNMENT #6 CASE 2 Purlin Design The figure shown has trusses 5.5m apart with midpoint sag rods and Purlins spaced 2.5m on center. The roof truss is inclined 1 vertical to 2 horizontal. The weight of roofing materials is 0.8 kPa, wind load is 0.7 kPa perpendicular to the roof surface, minimum roof live load is 0.6 kPa. Design a channel section of steel Fy = 345 mPa, for the purlins. Use LRFD and ASD of NSCP 2015.

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