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At a point in a strained material, on plane BC there are normal and shear stresses of 560N/mm2 and 140 N/mm2 respectively
Select an unequal-leg angle tension member 15 feet long to resist a service dead load of 35 kips and a service live load of 70 kips. Use A36 steel. The connection is shown in Figure 02.
A tension member with a length of 5 feet 9 inches must resist a service dead load of 18 kips and a service live load of 52 kips. Select a member with a rectangular cross section. Use A36 steel and assume a connection with one line of 7⁄8-inch-diameter bolts.
Compute the block shear strength of the tension member shown in Figure 01. The Holes are for 7⁄8-inch-diameter bolts, and A36 steel is used.
Find the young’s Modulus of a brass rod of diameter 25 mm and of length 250 mm which is subjected to a tensile load of 50KN when the extension of the rod is equal to 0.3 mm.
Find the minimum diameter of a steel wire, which is used to raise a load of 4000N if the stress in the rod is not to exceed 95MN/m2
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