Below is a sectional graphical drawing of a bolted butt joint. the butted steel straps are120mm wide *10 m plate thickness. being held together with ø 20 mm bolts and allowable stressin shear of 110 mpa. the allowable stress in tension is 150 mpa and the allowable stress incompression is 300 mpa. with all this in mind, calculate the following:
a) the allowable load in shear.
b) the allowable load in tension.
(c) the allowable bearing load.
d) strength of the joint.
Comments
Leave a comment