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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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