Design of Steel Structure The risk coefficient k, depends on both (a) and (b) None of these mean probable design life of structures basic wind speed both (a) and (b) None of these mean probable design life of structures basic wind speed ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as lintel beam spandrel beam stringer beam header beam lintel beam spandrel beam stringer beam header beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all square cross-section beams all rectangular beams rectangular beams up to 300 mm depth solid circular beams only all square cross-section beams all rectangular beams rectangular beams up to 300 mm depth solid circular beams only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is turned and fitted bolt ordinary unfinished bolt high strength bolt black bolt turned and fitted bolt ordinary unfinished bolt high strength bolt black bolt ANSWER DOWNLOAD EXAMIANS APP
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