Solution Manual For Steel Design 7th Edition by William T. Segui, Sayed Soleimani Copyright 2026

Solution Manual For Steel Design 7th Edition by William
T. Segui, Sayed Soleimani Copyright 2026

NPS - CORRECT ANSWERnominal pipe size



Pipe designation for NPS 12 - CORRECT ANSWERdesignated by the term Pipe, nominal diameter (in.) and
weight class (Std., x-strong, xx-strong).



ASTM for pipes - CORRECT ANSWERA53



Specification increments for plates up to 3/8-in. thickness - CORRECT ANSWERuse 1/16-in. increments
for specification.



Specification increments for plates from 3/8-in. to 1-in. thickness - CORRECT ANSWERuse 1/8-in.
increments.



Specification increments for plates over 1-in. thickness - CORRECT ANSWERuse 1/4-in. increments.



W40x297 Sections cross sectional area - CORRECT ANSWER87.3 sq in and a weight of 297 lbs/ft.



Flange width of W40x183 - CORRECT ANSWER11.8 inches.



Depth of W36x170 beam - CORRECT ANSWER36 1/8".



Flanges out of Square for W24x62 - CORRECT ANSWERup to a total of 5/16".



Minimum actual length for W30x99 beam - CORRECT ANSWER24' 11 1/2".



Permissible variation for 36" deep beam, 35 ft long - CORRECT ANSWER7/16" over the specified length.

,Deviation for column specified at 20' 6" long - CORRECT ANSWERup to a 1/2 inch deviation in actual
length.



Permissible variation in camber for 35 ft beam with 4 in flanges - CORRECT ANSWERapproximately
7/16".



Permissible variation in sweep for 35 ft beam with 8 in flanges - CORRECT ANSWERapproximately 7/8".



Grout type between column base plate and foundation - CORRECT ANSWERHigh Strength Non-Shrink.



Washer thickness and max hole diameter for 3/4" anchor rod - CORRECT ANSWER1/4 inch thick washer
and a max hole diameter of 1 5/16 inches.



Minimum washer thickness for 1 3/4" anchor rod - CORRECT ANSWER4 inches or greater.



Bearing-Type Connection - CORRECT ANSWERA bolted connection where shear forces are transmitted
by the bolt bearing on connection elements.



Braced Frame - CORRECT ANSWERa vertical truss system that provides resistance to deflection forces
and provides stability for the structural system.



Camber - CORRECT ANSWERa curvature fabricated into a beam or truss to compensate for deflection
caused by loads.



Charpy V-notch impact tests measure - CORRECT ANSWERthe toughness of a specimen.



Cope - CORRECT ANSWERcutouts made in structural members to remove a flange and conform to the
shape of an intersecting member.



Eyebars - CORRECT ANSWERpin-connected tension members with uniform thickness.

, Faying surfaces - CORRECT ANSWERthe contact surfaces of a connection element that transmit shear
forces.



Grip of a bolt - CORRECT ANSWERthe thickness of all the material through which a bolt passes.



Mill scale - CORRECT ANSWERthe oxide surface coating on steel formed by the hot rolling process.



ASTM A307 - CORRECT ANSWERcovers the specifications for 60 ksi tensile strength bolts.



ASTM A325 - CORRECT ANSWERthe standard specification for structural bolts with 120/105 ksi minimum
strength.



ASTM A490 - CORRECT ANSWERthe standard specification for structural bolts with 150 ksi minimum
strength.



ASTM A502 - CORRECT ANSWERthe standard specifications for steel structural rivets.



ASTM A501 - CORRECT ANSWERthe standard specification for Hot-Formed Welded and Seamless Carbon
Steel Structural Tubing.



ASTM A992 - CORRECT ANSWERthe most commonly referenced specification for W-shapes.



Fabricator - CORRECT ANSWERMaterial test reports made by the fabricator or a testing laboratory shall
constitute sufficient evidence for conformity with ASTM specifications.



ASTM A6 - CORRECT ANSWERspecifies testing done on hot-rolled structural shapes tested for
compliance with ASTM grading.



Unidentified steel usage - CORRECT ANSWERmay be used for unimportant members such as non-
structural components.