Question: Problem 3 : ( 2 0 ) Given: A W 2 1 times 5 5 beam is connected to a W 2 7

Problem

3

(20)

Given: A W

21 \

times

55

beam is connected to a W

27 \

times

102

girder using a

\frac{3}{8} i n,

thick double

-

angle, weldedbolted, simple shear connection as shown in the figure below and in accordance with Part

10

of the AISC Steel Construction Manual. The web of the beam is fastened with five

(5) - \frac{3}{4} i n .

diameter A

490

X bolts, and the double angles are welded to the web of the girder with E

70

electrodes. Assume deformation is a design consideration. You are allowed to use design tables provided in the AISC Manual to solve this problem. Assume A

992

fnr the members and A

572,

. 50

for the angle.

Find: Determine ASD strength of the above connection, considering the following limits:

Answer:

.

Bolt Shear

.

Bolt Bearing and Tearout

.

Weld rupture

_

kips

(5)

.

Block shear of beam kips

(5)

kips

(5)

kips

(5)

$Problem 3 : ( 2 0 ) Given: A W 2 1 \ times 5 5$

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