WT12×153 05 WT12×153 Determine the design strength of two WT-shapes (WT12×153) connected by plates with 1 in. diameter bolts. The LRFD design strength of a single bolt in a web is 60 kips. Use ASTM A36 steel. 3" 3" 3"3"2" 3"3" 3"3"3" Side View Double Plate WT12×153 E- Top View

WT12×153 05 WT12×153 Determine the design strength of two WT-shapes (WT12×153) connected by plates with 1 in. diameter bolts. The LRFD design strength of a single bolt in a web is 60 kips. Use ASTM A36 steel. 3" 3" 3"3"2" 3"3" 3"3"3" Side View Double Plate WT12×153 E- Top View

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.6P: Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W...

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Question

WT12×153 t05 WT12×153
Determine the
design strength of two
WT-shapes (WT12×153)
connected by plates with
1 in. diameter bolts. The
LRFD design strength of a
single bolt in a web is 60
kips. Use ASTM A36 steel.
3" 3" 3"3"2"
it3"+3" 3"3"3"†
Side View
Double Plate
WT12×153
Top View

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