Using Method of Joints Determine the force in members DF, DG, and EG of the Howe truss shown in Fig.
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Q: Using Methodo of Joints Determine the force in members DF, DG, and EG of the Howe truss shown in…
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Using Method of Joints Determine the force in members DF, DG, and EG of the Howe truss shown in Fig.
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- Note: SN is equal to 18, topload will be equal to 118kNQA Fora flow rate of 300 iter/second ata velocity of 1.3 meters/secand, design a seamless. steel Take factor of safety of 2.5, Longitudinal efficiency ofjoint, 1 = 0.50, and intesnal pressure= 4 NlUrgent please solve quickly. a = 10 , b = 7 solve this question about this information. Extra information: Take both loads 35 kN
- Use fy = 345 mPaA simply supported one way reinforced concrete floor slab has a spanof 3 m. It carries a service live load of 8.4 kPa and a service dead loadof 1.2 kPa. fc’ = 20.7 MPa, fy = 414.6 MPa. Use steel covering of 25 mmmeasure from center of bars. Calculate the spacing of the 12 mm øshrinkage and temperature bars for minimum thickness of slab.A pipe column is braced to prevent bending and buckling. It is subjected to acompressive load of 1000kN. It’s E = 200 GPa. length = 4m and outside diameter is250mm. What is the required thickness of the column if the allowable compressivestress is 117 MPa?
- Determine the required steel area for a T-beam that traverses the center of a floor system for which b_{w} = 300 mm and d = 550mm The beams are 4.8 m long and spaced at 3 m. O.C. The slab thickness is 100 mm. M_{D} = 400KN - m (including its own weight), M L =500 KN-m.f^ prime c=28 MPa and fy = 414MPaUSE NSCP 2010 A simply supported one way reinforced concrete floor slab has a spanof 3 m. It carries a service live load of 8.4 kPa and a service dead loadof 1.2 kPa. fc’ = 20.7 MPa, fy = 414.6 MPa. Use steel covering of 25 mmmeasure from center of bars. Calculate the spacing of the 12 mm øshrinkage and temperature bars for minimum thickness of slab.A steel column W300 x 203 kg/m section is used as to support an aial load. A=25740mm^2 Tw = 20mm. Fy= 415 Mpa Tf = 32mm. Lu= 4m d = 340mm. Ix=5.16*10^ 8 mm^4 Iy= 1.65*10^8mm^4 E = 200GPA k = 1.0 Sidesway is prevented. Determine the ultimate design capacity of Column using NSCP 2015. Use Phi= 0.9. 7718.11kN C. 8575.88 kN 333.17 kN D. 20356.06kN