Problem 1: A fixed-end member is subjected to 70 kip axial load, 2.5 kip/ft dead and 3.5 kip/ft live distributed loads and 10 kip concentrated dead load as shown in the figure below. Use A992 steel and select the smallest (lightest) W14 shape that works for this load combination. Ignore the self weight. Member is 18 feet long and the concentrated load is applied at the mid-span of the member. Bending is about the strong axis. The member has lateral support at mid-span.
a) Use LRFD
b) Use ASD
Problem 2: The figure below shows the fixed end connection of problem #1. Find number of A490 bolts that is required to resist shear and moment at this connection.
Bolts spacing is 3" and edge distance is 2". All plates are A36 and 1" thick. Use slip critical bolts for top and bottom flange connections and bearing type bolt for web connection. Bearing type bolts are included (N). All holes are standard holes. Use ASD.
Problem 3: If the width of the top and bottom plates are 8", find the plates ultimate tensile strength rupture, yield and block shear.