For the given W8x35 I-Beam and the loading condition shown in the image, determine the maximum shear stress and maximum bending stress. Report values to two decimal place accuracy. 6 kips T σ = -100 2 kips/ft Shape W8x35 6 ft 250 12.678 150 100 50 -50 12575 -50 C 6 ft 50 ksi ksi Material Structural Steel D 0000 2 ft 203.708 B 100 7.874 203.708 150 I W8x35 E (MPa) 200000 200 206.248 V 0.27 250 30 p (kg/m³) 7850 Geometric Properties A Cz Cy 1₂ ly rz Ty Az Ay J r 6645.148 101.854 103.124 Bending Properties 52861000 17731000 89.0998 51.6647 Shear Properties 4438.033 1506.905 Torsion Properties 320081.964 18.219 mi m m mi mi m m mi m mi m
For the given W8x35 I-Beam and the loading condition shown in the image, determine the maximum shear stress and maximum bending stress. Report values to two decimal place accuracy. 6 kips T σ = -100 2 kips/ft Shape W8x35 6 ft 250 12.678 150 100 50 -50 12575 -50 C 6 ft 50 ksi ksi Material Structural Steel D 0000 2 ft 203.708 B 100 7.874 203.708 150 I W8x35 E (MPa) 200000 200 206.248 V 0.27 250 30 p (kg/m³) 7850 Geometric Properties A Cz Cy 1₂ ly rz Ty Az Ay J r 6645.148 101.854 103.124 Bending Properties 52861000 17731000 89.0998 51.6647 Shear Properties 4438.033 1506.905 Torsion Properties 320081.964 18.219 mi m m mi mi m m mi m mi m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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