Situation 1. Consider the framing plan shown below in Fig.1. Given the following details: x = (3,000+10N) mm y = (8,000 + 10N) mm h7 Linear Density: (50+N) kg/m d = (400+10N) mm Ix = (450+ 10N) x106 mm4 Iy = (20 + N) x105 mm* Determine the maximum bending stress in beam # 25. Consider it as simply supported. THT a Superimposed Dead load = (5,000+ 10N) Pa Live load = (3,500 + 10N) Pa Properties of Beam 25: X a X a f 5 THE C THT Girders@y on c.c. -Beams@x on c.c.
Situation 1. Consider the framing plan shown below in Fig.1. Given the following details: x = (3,000+10N) mm y = (8,000 + 10N) mm h7 Linear Density: (50+N) kg/m d = (400+10N) mm Ix = (450+ 10N) x106 mm4 Iy = (20 + N) x105 mm* Determine the maximum bending stress in beam # 25. Consider it as simply supported. THT a Superimposed Dead load = (5,000+ 10N) Pa Live load = (3,500 + 10N) Pa Properties of Beam 25: X a X a f 5 THE C THT Girders@y on c.c. -Beams@x on c.c.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
N=6
![Situation 1. Consider the framing plan shown below in Fig.1. Given the following details:
x = (3,000+10N) mm
y = (8,000 + iÛN) mm
Superimposed Dead load = (5,000 + 10N)
Pa Live load = (3,500 + 10N) Pa Properties
of Beam 25:
Linear Density: (50+N) kg/m
d = (400+10N) mm
Ix = (450 + 10N) x106 mm4
ly = (20 + N) x106 mm4
Determine the maximum bending stress in beam #25. Consider it as simply supported.
Beams @ x on c.c.
g8
Girders @ y on c.c.
TABLE B4 Properties of Channel Sections: SI Units
Flange
Asis X-X
Asis Y-Y
Web
Width Thicknes thickness
Man
Area
Depth
Designation
(kelm)
(mm) (mm)
(mm)
(m)
(mm)
(10 m) (10 mm')
(mm)
(10 )
(10 )
(mm)
(mm)
C310 x 45
450
S680
305
s0.5
12.7
130
674
213
33.6
194
442
393
17.1
17.1
17.7
109
37.0
4740
305
77.5
12.7
12.7
999
537
983
I13
30.6
198
x 30.8
30.8
3920
305
747
7.16
352
161
28.2
20.2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fda2c4bcf-5cd4-46ec-b133-0db07c5927e7%2F04f4fc9a-35b9-4443-bf5d-b090610b36db%2F86vo3k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 1. Consider the framing plan shown below in Fig.1. Given the following details:
x = (3,000+10N) mm
y = (8,000 + iÛN) mm
Superimposed Dead load = (5,000 + 10N)
Pa Live load = (3,500 + 10N) Pa Properties
of Beam 25:
Linear Density: (50+N) kg/m
d = (400+10N) mm
Ix = (450 + 10N) x106 mm4
ly = (20 + N) x106 mm4
Determine the maximum bending stress in beam #25. Consider it as simply supported.
Beams @ x on c.c.
g8
Girders @ y on c.c.
TABLE B4 Properties of Channel Sections: SI Units
Flange
Asis X-X
Asis Y-Y
Web
Width Thicknes thickness
Man
Area
Depth
Designation
(kelm)
(mm) (mm)
(mm)
(m)
(mm)
(10 m) (10 mm')
(mm)
(10 )
(10 )
(mm)
(mm)
C310 x 45
450
S680
305
s0.5
12.7
130
674
213
33.6
194
442
393
17.1
17.1
17.7
109
37.0
4740
305
77.5
12.7
12.7
999
537
983
I13
30.6
198
x 30.8
30.8
3920
305
747
7.16
352
161
28.2
20.2
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