Page 55 - Forensic Structural Engineering Handbook

TABLE 1.2 Council of American Structural Engineers Calculation Review Checklist (Continued)

Project: Project Manager: Reviewer:
Project No.: Engineer: Date:

Item Yes No N/A Comment

F. Has effect of deflection of members
and frames been considered on all
elements of building?
G. Has web buckling been checked on
deep members and members with
concentrated loads?
H. Are connection eccentricities con-
sistent with design assumptions?
I. Have torsional loads been
considered?
J. Have tension sections been reduced
because of boltholes?
K. Have purlins on sloping roofs been
designed for unsymmetric loads?
L. Are end bearing areas adequate?
M. Have members subject to frequent
stress reversals been designed for
fatigue?
N. Have weld sizes, lengths, and
returns been designed?
O. Have complicated connections been
designed and detailed on drawings?
P. Have trusses been designed to meet
width requirements of highway
shipping?
Q. Are bolt types and weld materials
specified consistent with design
calculations?
R. Have anchor bolt lengths been cal-
culated for uplift forces?
S. Has unbraced compression flange
length been used for design of cool-
ing tower beams and lintels?
T. Has rotation of beam bearings been
considered in calculations and
drawings?

1.36