10.1 Determine the allowable load P permitted for this double shear joint connection assuming A36 steel and A325-SC bolts in standard round holes. 1/2 P/24 P 1/8 3/4 P ++ 3/8" - (2)5/8" A 325-Sc

Use AISC book 13th episode. (3decimals) PLEASEEE

Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect block shear. A36 steel and 7/8-in Ø bolts 2글 in 3을 in 2을 in 2-MC 12 x 40 All 2 in FIGURE P3-26 1/2 3.

1. In the butt joint shown below, the 7/8-inch diameter boits are made of A325 steel with threads excluded from the shear piane and the plates are made of A36 steel. o of a Determine the bolt shear strength b) Determine the bearing strength of the plate ) Determine the tensile strength (both gross and net) of the plate d) What is the strength of the bolted connection?

PROBLEM SET 11 175 k 175 k The bolted d connection shown is to be used to transmit a tension of 175 kips by using 7/8" A325 bolts and A36 steel plates. The outer plates are to be 8" wide and the center plate is to be 12" wide. Find the required thickness and the number of bolts needed if the bolts are placed in 2 rows. Sketch the layout of the connection 12"

Please answer hand writing

Civil engineering- steel design