Determine the flexural capacity of the given section of beam below. b=400 d=575 d'=100 fc'=30 fy=345 As-6-36mm As'=2-36mm A.USE NSCP 2001, Mu = KN-m B.USE NSCP 2015, Mu = kN-m
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USE NSCP 2015
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- A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only. Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 4m. Please answer this asap. For upvote Thank you so muchFor the truss and loading shown, determine most economical cross-sectional area (in in2) of member DF, if P = 40453 lb, Q = 38513 Ib, y = 7.94 ft, and the stress in the member is 12.47 ksi . Round off the final answer to two decimal places. M 0004(1).png ... В E 4 panels at 10 ft = 40 ftDetermine the flexural capacity of the given section of beam below. b=350 d=615 d'=100 fc'=34 fy=415 As-5-36mm As'=2-25mm A.USE NSCP 2001, Mu = kN-m B.USE NSCP 2015, Mu = kN-m
- Consider the truss shown in (Egure 1). Suppose that F-60 kN and F₂-25 kN Figure 40 KN Part C Fau 50 AN Submit -2m- D 15m 1of1 > 15m 15m μA Value -F₂ Part A Request Answer Determine the force in member ED of the truss, and state if the member is in tension or compression Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. HA FED Value Submit Part B Request A Determine the force in member EH of the truss, and state if the member is in tension or compression Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. Submit Fon- Value Determine the force in member GH of the truss, and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of…A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 10m. Please answer this asap.for upvote.thanksDetermine the flexural capacity of the given section of beam below. b=300 d=400 d'=70 fc'=20.7 fy=415 As=4-28mm As'=2-28mm A.USE NSCP 2001, Mu = kN-m B. USE NSCP 2015, Mu kN-m
- Determine the smallest safe cross-sectional areas of members CD, Cl and CH for the truss shown. The allowable stress are 100 MPa in tension and 80 MPa in compression. Indicate tension or compression. (Draw the required FBD and answer in mm2). Fa a –– a→– a- B D |E A a F G H а 3 2 т 45 kNFrom the Given Truss Shown: P= 31 KN M=128 KN Calculate the Force Carried by member Gl. If the member is compression put negative (-) sign. PKNJ h=8m B A PKN D PKN MkN MKN MKN PKN I H -6 panels @ 5 m 30 m PKNConsider the truss shown in the figure. Determine the force in members ML, MC, and BC and state if these members are in tension or compression. Show all your work. (lengths AB-BC=CD%3DE%3DEF%3FG=3m) 50 kN 50 kN 50 kN N ML K J IH B CD E F hod 18 m 6 @3 m
- Question # 1: Determine the force in each member of the truss and state if the members are in tension or compression. 300 lb 600 15 B 60015 GOO G 11. 244in. 6 ft load at point B, D, F = 600 lb load at pount A and H=300 lb distance AC = CE =EG = GH = 8FT -80---SA- [Answer: FAB=15001b-C. Fac-12001b-T, Fac0, For-12001b-T, Fan+ 12001b-C, F₁-601b-C. Form 721h-T, Use symmetry to obtain the rest of the members]For the given properties of beam below. Compute the flexural capacity of the beam. b = 390mm d = 440mm d' = 80mm fc' = 34.5MPA fy = 350MPA As = 4 - 40mm As' = 2 - 32mm A. USE NSCP 2001, Mu = kN-m B. USE NSCP 2015, Mu = kN-muestion 12 A W12x79 of AS73 Grade 60 (Fy - 415 MPa) steel is used as a compression member. It is 7.7 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A- 14,500 mm^2 Ix = 258.6 x 1e*6 mm^4 Iy = 84.375 x 10^6 mm^4 Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.