SOLVE ALL EXTERNAT SUPPORT REACTIONS FOR THE BEAMS SHOWN 50060 kgkg/mAB– 2m-4 imR1R

calculation of reactions bending moment calculation

Answered: 500 60 kg kg/m YA B E 2m- 4 m-

Engineering

Civil Engineering

500 60 kg kg/m YA B E 2m- 4 m-

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter5: Separation Processes

Section: Chapter Questions

Problem 5.34P: using Figure 5-27, what is the advantage of the suspended type magnet over the other two types of...

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ISWB600 Braket palte=11mm p=450KN E=270mm p=55mm bolt size =M20
A W24x250 is used as a beam to support a one-way concrete slab floor system. The floor is to carry a totalload of Y kPa (30% DL, 70%LL, self-weight is included in DL). The beam is simply supported over a span ofW/2 m. Assume the beam is laterally supported over its length. Use Fy = 248 MPa. Allowable deflectionfrom service loads is L/360. Use ASD. a.What is the center-to-center spacing of the beams (m) based on shear capacity? b.What is the center-to-center spacing of the beams (m) based on flexural capacity?C.What is the center-to-center spacing of the beams (m) based on allowable deflection? Reference datas: W= 25 mm , 25 MPaW/2 = 12.5 mW/4 =6.25mX=475 KNY= 155 KN, 155 KPa, 175 mmZ=60×+Z=535mm
Q#2 b)Describe the following i) BCP-SP-07 ii) ACI-318
Equivalent:G = 6M = 4L = 8
Equivalent G = 6M = 4L = 8
using Figure 5-27, what is the advantage of the suspended type magnet over the other two types of magnets?
A 21-mm-diameter steel [E = 191 GPa; α = 11.8 x 10-6/°C] bolt is used to connect two rigid parts of an assembly, as shown in the figure. The bolt length is a = 155 mm. The nut is hand-tightened until it is just snug (meaning that there is no slack in the assembly, but there is no axial force in the bolt) at a temperature of T = 48°C. When the temperature drops to T = -13°C, determine(a) the clamping force that the bolt exerts on the rigid parts (positive if in tension and negative if in compression).(b) the normal stress in the bolt (positive if in tension and negative if in compression).(c) the normal strain in the bolt (positive if it stretches and negative if it shrinks).
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b) Describe the following i) BCP-SP-07 ii) ACI-318
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6. GA 7. GF 8. AF 9. AB 10. FB11. FE12. BE13. BC14. EC15. ED16. CD
to prevent excessive deflection of a cantilever steel beam, a tension rod is attached to its end. Determine the deflection before the tension rod is attached Given: BeamLength: 3m uniformly distributed load(at full length) = 2Kn/m Stell Beam Properties: A=1900 sq.mm lx=5,12X10^5 mm^4 E=200 GPa