if the beam is needed to be redesign as cantilevered at A.Proposed a suitable paramater A simply supported beam ca...
The simply supported beam carries a uniform load. of 30 kN/m is shown in Figure 3. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, Ơalkw-168 MPa and allowable shear stress. llo 110 MPa, choose the lightest wide flange beam from Appendix. Given data E-225 GPa, p 7850 kg/m3. Assume A is a pin and B a roller support Rasuk yang dsokong mudah Disebabkan sebuah keperluan tertentu,...
Problem 3 The beam llustrated in figure 3 is clamiped at A and simply supported by a pole at B supported by a roller at B. 40 mm Ay 5 mm 20 kN/m 50 kN Ma 50 mm 5 mm 2 m 2 m 2 m 4 mm Figure 3 Figure 4 a) Determine the reactions of the supports Rp, Ay and MA- b) Using Ay 14 kN, Rg 76 kN and Ma 36 kN.m counterclockwise and the section shown...
Question 1 (Total 100/3 Marks) Figure 1 (all units are mm) shows a simply supported beam of span 2500 mm with a 5 kN/m load. The cross-section of the beam is a composite section made from two steel plates attached to the top and bottom of a timber section. The top steel plate is 5 mm wide and 20 mm deep. The bottom steel plate is also 5 mm wide but 10 mm deep. The timber section is 50 mm...
5. Determine the mid-span short-term deflection of a simply supported beam with the section shown in Figure Q5. Design data: Concrete strength: fcu 30 MPa. Area of tensile steel reinforcement: As 1500 mm Area of compressive steel reinforcement: A,-1500 mm2 Instantaneous static modulus of elasticity of concrete = 25GPa. Span -8.0 m Loading: Dead load 5.0 kN/m (uniformly distributed load); Live load 5.0 kN/m (uniformly distributed load) (Hint: the height of neutral axis of the mid-span section under the service...
In Appendix C, see the simply supported beam with a uniformly distributed load. Be careful with units and the sign convention. For this calculation, the overhung part of the beam from C to D can be ignored, and the beam is treated as a simply supported beam of length 2L1. Be careful with units and the sign convention. The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [ E = 200 GPa; I = 351...
A W410 × 60 steel beam (see Appendix B) is simply supported at its ends and carries a concentrated load of P = 300 kN at the center of a 6.0-m span. The W410 × 60 shape will be strengthened by adding two cover plates of width b = 250 mm and thickness t = 16 mm to its flanges, as shown. Each cover plate is attached to its flange by pairs of bolts spaced at intervals of s =...
A rigid beam BCD is supported on a roller support at C (4m from B) and has two bars AB and DE attached at each end. The bars can carry either tension or compressive forces. The rigid beam carries a UDL of I kN/m across BC and a point load of P at D as shown in the figure above. The length of the two bars is 3000 mm. The elastic modulus of both bars is 200 GPa and the...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at one end, is also subjected to a force F= 10 kN in the y direction at the other end as shown. The internal diameter of the pressure vessel is d= 160 mm and its thickness is t= 10 mm 3 MPa, assumed to be Determine the magnitudes of the stress components in x, y and z coordinates at points H and K and sketch...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided as necessary): Which one of the following characteristics makes a W-beam "optimal" (as i. assumed for this class)? a narrowest flange width largest section modulus lightest weight shallowest depth d. Ir the beam is bent about horizontal x-x avis and requires a minimum section modulus of 43.4 in', which of the following beams would make the "short list"? (For this question only, mark all...