Question

ints) The connection below is a slip-critical connection. Calculate the design strength of the n assuming 7/8-in A325 bolts (threads excluded) with a factor for fillers, hf -1.0 Assume A36 steel tes, Class 8 faying surface and standard size holes. Check a. Gross section yielding of plates b. Tensile rupture of plates c. Slip-critical strength of bolts d. Bearing strength of bolts e. Shearing strength of the bolts f. Block Shear (Draw how the block 3 in 3 in o O 3 in .PLİ × 12 shear failure would occur showing tension and shear planes) PL1 x 12 PLI × 12

Answer 1

Shenatha-ok-, plate-wow ty 36 les bot holes An 12- 3 (718+/)1 91875 in 399 65 kips 396.63 lcp