C hi 3.2 m 5.8 m %3D hz 4.5 m 12 3.5 m h Shape Steel L203X152X25.4 %3D A992 Gr. 50 !! D Gage of Angles gi 75 mm T+ 75 mm g2 Bolt %3! Bolt Diameter, doolt tito 28 %3D mm b A aspace 50 mm %3D b.pace 65 mm 3. Срасе 90 mm 12 dipace 70 mm %3D espace %3D 90 mm fipace 95 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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to
to
a
e 1 f
g2
The mass of the block that can be attached at point E so that the angle indicated (excel) is adequate for member BE. The shorter side of the angle is bolted. Find the weight for ASD,
Transcribed Image Text:to to a e 1 f g2 The mass of the block that can be attached at point E so that the angle indicated (excel) is adequate for member BE. The shorter side of the angle is bolted. Find the weight for ASD,
C
5.8 m
3.2 m
1
hi
12
3,5 m
%3D
h2
4.5 m
h2
L203X152X25.4
Shape
Steel
A992 Gr. 50
Gage of Angles
75 mm
g1
T
75 mm
g2
Bolt
h
28
mm
Bolt Diameter, dbolt
50 mm
A
aspace
65 mm
b,pace
d.
90 mm
Сэрасе
70 mm
12
dapace
90 mm
espace
95 mm
fapace
I || |||
Transcribed Image Text:C 5.8 m 3.2 m 1 hi 12 3,5 m %3D h2 4.5 m h2 L203X152X25.4 Shape Steel A992 Gr. 50 Gage of Angles 75 mm g1 T 75 mm g2 Bolt h 28 mm Bolt Diameter, dbolt 50 mm A aspace 65 mm b,pace d. 90 mm Сэрасе 70 mm 12 dapace 90 mm espace 95 mm fapace I || |||
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