4. Find the lightest S-shape for the beam shown if the working stress in bending is 175 MPa. What is the maximum bending stress in the beam selected? 50 kN/m C 4 m -2.4 m- 为英河 国 ma $a Wam3 = w网 例w M 新 能 店 然 06 09I × 001S ZI's 1 890 127 O'SI SI x OEIS 6L'0 84.6 9.12 L'06 91'6 68's 2 360 152 18.6 ES60 L'ST X OSIS 25.7 6.88 3480 203 102 10.8 z5 x OSTS 68'8 601 SEI LZI soc 0109 47.3 104. 13 200 457 159 !76 18.1 384 OPS7 ES9 891 PEz 6L1 91S 00E91 SZI 91S 00Z 8I OL8 7 019 007SI 12.7 6'SI 611 090E 001 LI 681 (uu) („uu ,01) (uu) (uu) (uu) Pli =S (10' mm Thịckness X-X xy atur Axis Y-Y TABLE B-3 Properties of I-Beam Sections (S-Shapes): SI Units

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. Find the lightest S-shape for the beam shown if the working stress in bending is 175 MPa.
What is the maximum bending stress in the beam selected?
50 kN/m
4 m
-2.4 m-
弱器
新 能 店
星
06
09I
× 001S
SI X OEIS
1 890 127
O'sI
0.749
ES60
84.6 9.12
L'06
91'6
68's
2 360 152
18.6
3 260 152
25.7
9.12
S150 x 25.7
6.88
3480 203 102 108
06'L
75 x OSzS
68'8
S'EI LZI soE 0109
47.3
OPS7 ES9 891 rEz 6LI
91S 00E91 SZI
91S 00Z 8I
OL87
12.7
6'SI
019 007SI
611
090 E
00 LI
6 81
(uu)
(„uu ,01) (uu)
(uu)
(uu)
(10' mm
Thịckness
X-X pxV
atue
Axis Y-Y
TABLE B-3 Properties of I-Beam Sections (S-Shapes): SI Units
Transcribed Image Text:4. Find the lightest S-shape for the beam shown if the working stress in bending is 175 MPa. What is the maximum bending stress in the beam selected? 50 kN/m 4 m -2.4 m- 弱器 新 能 店 星 06 09I × 001S SI X OEIS 1 890 127 O'sI 0.749 ES60 84.6 9.12 L'06 91'6 68's 2 360 152 18.6 3 260 152 25.7 9.12 S150 x 25.7 6.88 3480 203 102 108 06'L 75 x OSzS 68'8 S'EI LZI soE 0109 47.3 OPS7 ES9 891 rEz 6LI 91S 00E91 SZI 91S 00Z 8I OL87 12.7 6'SI 019 007SI 611 090 E 00 LI 6 81 (uu) („uu ,01) (uu) (uu) (uu) (10' mm Thịckness X-X pxV atue Axis Y-Y TABLE B-3 Properties of I-Beam Sections (S-Shapes): SI Units
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