compute the maximum deflection of the beam Wu = 2.12 kip lft P₁ = 18.4 kips TR 10 ft = 27.008k 27.008 18.4 kips I 2.12 kips 1 ft L 20 ft -12.592 5.808 164.08 R = 50.752k 14.१५ -33.792 8ft -67-84 O O SHEAR MOMENT

Q: Q5/ The axial force applied on the beam is :equal to 10 kN he100 mm 2m 4m b-50 mm Non of these 10 KN…

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Q: For the beam shown below, compute the following: Assume El = 1 X 10 W = 300N/m 1.5m 0.5m 2 m R1 RZ

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Q: 8 em cm 1 cm 8icm 1 m 2m 1m Prob. 11.9

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Q: I₂ = 18×106 mm¹ 2.40 m 23.20 kN-m 180.00 mm 1 For the beam and cross section shown, compl maximum…

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Q: Draw shear force and bending moment diagram for the beam shown below Pu-60kN Pu-60kN Wu-50KN/m 2 3 4

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Q: 2.1 kN/m 75kNm 5 + 1.6m x 1.6m 2.8m C Given O V Eg 'n ⒸM Fg'n ⒸEIy' Egn Subquestions

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Q: 8KN MB = 20 kN -m Pin SuPPoot 2M Doaw shear stõess and Bending moment bam

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Q: Determine the maximum shear and moment for the beam shown below. 20 kN/m 80 kN/m A D В C | 3 m 1 m 1…

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Q: truss

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Q: 120 kN 7.5 kN/m 417.5 kNm 282.5 kNm A C +5m→5 m 10 m - RA = 115.5 kN Rg = 79.5 kN

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.