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15 kN/m 20 kN 2 m imWide-Flange Sections or W Shapes SI Units Flange Web x-x axis y-y axis Area Depth thickness width thickness bf Designation Aa w310 x 129 I-beam, made of a36 steel, is shown in the figure. this I-beam is 4 m long and has a distributed load and a concentrated load as shown in the figure. determine the slope at point b and deflection at point c. the modulus of elasticity of A-36 steel is E = 200GPA. the answers should contain no variables

15 kN/m 20 kN 2 m im
Wide-Flange Sections or W Shapes SI Units Flange Web x-x axis y-y axis Area Depth thickness width thickness bf Designation A mm×kg/ml mm w310 x 129 16 500 318 13.10 308.020.6 308 1940 137 100 649 77.8 tf mm2 mm mm mm mm 106 mm4 103 mm3 mm10 mm4 103 mm3 mm 23 4 165 228 49.7 132 205 0
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2OKN 2 RA 2OKN (dpa) 2οχ-20 (2-2)-0625013-o -c el lope cleftectton 3 3 M2 51.673-一8.388×10 lm G 60Oplease like sir

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a w310 x 129 I-beam, made of a36 steel, is shown in the figure. this I-beam is 4 m long and has a distributed load and a concentrated load as shown in the figure. determine the slope at point b and de...
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