HW10 #5 20-ft beam A beam is subject to the distributed load shown on in the diagram. What are the reaction forces at in A and roller B? =^g (pop) q = '90 = 800 lb/ft A -12 ft- -9 ft- 500 lb/ft
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- %V9 lI1. . V:OA and shear stresses for the beam 9KN SKN/m 10 KN/m B A. C + Im 3m 2m 3m 200mm 350mm Option 1 The cantilever steel beam as shown below has the rectangular cross section shown, determine the maximum displacement of the beam use E=200 GPa for the modulus of elasticity 200mm 4 KN/m 6 KN .m 350mm 2m 2m 1m Option 1 Submit This form was created inside of University of Mosul. Report Abuse Google Forms II2- Determine the resultant of the forces which shown in figure. Jad a F- 600N F KO0 N F 650 NA W 150 x 24 steel column is 8 m long and is fixed at its ends as shown in Fig. Its load- carrying capacity is increased by bracing it about the y-y (weak) axis using struts that are assumed to be pin connected to its midheight. Determine the load it can support so that the column does not buckle nor the material exceed the yield stress. E=200 MPa and Fy = 410 Мра. w mmh m 4 m 4 m LE (Ctrl)
- L+I 7 (ab)" a-bm f 2 1 TY –314 - 2- 6 STATICS ENGINEERS MECHANICS CHAPTER Lecture Notes: = m %3D EXAMPLE: 22 einber 6O 3.45 m 1.25 m + 3 Pz 1.85 m 1 1.22 m Wa120 IN A weight W• 120 kM is being supported by steel sections with force T. force and force C. The coordinates of A. B. C. and D are given. Assume that E is the origin (0.0.0). Determine Forces T. F, and C.The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M = 16 kNm, L1= 2 m, L2 = 6 m, L3= 2 m and a=30 mm. Find, b. by double integration method, the maximum EI8 between supports За a 8a B L2 L3 a 10aQ1: Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is not included. fy= 420 RT 55 kN Wa LL W = 24 kN/m 15 kN/m a (D.1 550 mm fé 28 2 m 250 mm 7 m
- A horizontal beam ABC is loaded as shown in the figure below. The distance of the point of contraflexure from end A (in m) is 10kN (327) Ag 0.75m B C k D 1m -Determine the ultimate moment capacity of the beam shown using this data: bi = 900 mm t = 100 mm d = 450 mm As = 9852 mm² bw = 300 mm fy =276 MPa f'c = 28 MPa br As bwF1 Determine the reaction forces for girder G-1. Column A Beam B-1 L1 -0 Beam B-2 F2 Girder G-1 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = Girder G-2 L1 After the initial calculation, we determined the following information: • The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs • The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = 80 F3 • Live load 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = 8 psf (5) Beam = 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3 = 10 ft Beam B-3 000 000 F4 lbs open lbs F5 L1 Column B Beam B-4 L2 F6 L3 MacBook Air ← F7 F8
- An I-section beam ABC has a constant El and is loaded as shown in the figure below. This beam has a fixed support at the right while the left support is a guided roller. For the given beam and loading conditions, provide and determine the following: +y +x L/2 B wL² L/2 C A. Free body diagram with a loading diagram suitable for the Macauley moment expression. B. Boundary conditions at point A and point C. C. The moment reaction at A.A beam carries a concentrated load W and a total uniformly distributed load W. (N/m). What safe value of W (Newton) can be applied if fbc < 100 MPa and fot s 60 MPa at negative value bending moment? Show the equation of the positive bending moment. 175 mm Wo N.A. 125 mm -2 m- 4 m R1 R2 INA = 24 x 104 mmFigure Q2a shows a cantilever beam structure, which is fixed at A and roller supported at C. The beam has an internal hinge at B. Calculate the maximum bending moment at A and maximum shear at B if the beam supported live load as shown in Figures Q2b. The loads move to the right from A to D (CO3, PO2, C4) 3m B: 3m Figure Q2a C 2m D 5kN 10kN 10KN 1m 3m Figure Q2b