I need help in this but please i need a DETAILED answer, as I already have the asnwers
also do the shear and bending diagram please
* positive rate will be given for sure
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I need help in this but please i need a DETAILED answer, as I already have the asnwers also do th...
F13-4. The 2-Mg car is being towed by a winch. If the winch exerts a force...
F13-4. The 2-Mg car is being towed by a winch. If the winch exerts a force of T = (100s) N on the cable, where s is the displacement of the car in meters, determine the speed of the car when s = 10 m, starting from rest. Neglect rolling resistance of the car. F13-4 A simple beam AB of span length L = 22 ft (Fig. 5-14a) supports a uniform load of Intensity 9 = 1.5 k/ft and a...
A simple beam AB of span length L 6.7 m (Fig. 5-14a) supports a uniform load...
A simple beam AB of span length L 6.7 m (Fig. 5-14a) supports a uniform load of intensity q 22 kN/m and a concentrated load P 50 kN. The uni- form load includes an allowance for the weight of the beam. The concen trated load acts at a point 2.5 m from the left-hand end of the beam. The beam is constructed of glued laminated wood and has a cross section of width b 220 mm and a height h...
I need an answer for question 3 with steps please. Thank you half the load over Problem 2 eben The beam shown below...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
please assist with problem 6.2-2 PROBLEMS Chapter 6 6.2 Composite Beams introductory Problems 6.21 A compnite...
please assist with problem 6.2-2
PROBLEMS Chapter 6 6.2 Composite Beams introductory Problems 6.21 A compnite beam is constructod uing a steet 150mrai osether sode The wood and teel are securely fasiened to act an a singlie bearm The beam ia sabjected 623 A compoaite beam conoining of fiberglas to a positrve beadieg momen A. -675N-n.Cal. fxes and a core of pactihle board has the crosssectioun cuine the ma si murnonsle and corpwave gresurs " ,hown in the figure 1...
structures homework, please answer all parts of the question thank you 2. Wood Beam Design Design...
structures homework, please answer all parts of the question thank
you
2. Wood Beam Design Design a 2x dimensioned lumber floor joist to carry the given dead + live floor load (neglect joist selfweight). Assume the floor meets conditions of 4.4.1 so CL=1.0. Also Ct, Cfu, and Ci = 1.0. Find the short term deflection of your chosen beam under live load only (100% LL is short term). Compare your LL deflection with the code limit of L/360. SPAN DATASET:...
Could I get help on question 1 and 2 please L/2 L/4 L/2 L/4 P/2 P/2...
Could I get help on question 1 and 2 please
L/2 L/4 L/2 L/4 P/2 P/2 3 pt. Loading 4 pt. Loading 1. The schematics above show two common mechanical testing geometries - a 3 point loaded specimen and 4 point loaded specimen. The samples you would test in these geometries would be called "flexure" samples. P is the load measured by the load cell Samples would actually be longer than L but the contact points determine the loading profile...
Please answer in numerical order. 1. Use ρ-p0.004 and choose (you decide) the number (3 to...
Please answer in numerical order.
1. Use ρ-p0.004 and choose (you decide) the number (3 to 5) and size of steel bars from the attached table. Then proceed to determine (a) the size of the cross-sectional area, (b) the moment capacity of the RC section that you design, and (c) show where is the neutral axis on the diagram (or sketch a new one). 2.5" Given: fe 3,000 psi, fy -60,000 psi Concrete cracking strain 0.003 Initial yielding strain of...
I provided an example problem, the question asked is the last photo included. I also provided the...
I provided an example problem, the question asked is
the last photo included. I also provided the tables used.
Span leng DL-1550 LL-1400b/ Desigh this r da fHetion and bendmg 5000 fsi :5Ksi Grade G0 steel fyr Goks d shrvup 6.5" No. 4 stimpr 名 De Flechon ChantGo ection min h llo llo 30-1.5b 3b b. guess h-5(18")-27'. h-2.0(К")-36 b-an," b: 15" Try 1-3a 1.2. (215 /1. (1400)4,gaol/ 964, 000l- 0ooa 00 Fc-5 ksi y G0,000pst E-0.85-[065 (5 ksi-4)-DXO 15...
How do I solve this? Problem 2(50 points) The roof of the Edwin A. Stevens building...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
i need help in problem 3.6 which is the first picture. the other 2 pictures are...
i need help in problem 3.6 which is the first picture.
the other 2 pictures are the equations that i need.
opened read only to prevent modification incompressibly, which because of the large strains cannot be accoun for via v = ). If the original length is L and the current length is /, volu conservation requires LA,=IA - A=A.(L/I) assuming uniform str and strain. Hence, 0x = A 4 = AS where A=1/L is a stretch ratio and is...
F13-4. The 2-Mg car is being towed by a winch. If the winch exerts a force of T = (100s) N on the cable, where s is the displacement of the car in meters, determine the speed of the car when s = 10 m, starting from rest. Neglect rolling resistance of the car. F13-4 A simple beam AB of span length L = 22 ft (Fig. 5-14a) supports a uniform load of Intensity 9 = 1.5 k/ft and a...
A simple beam AB of span length L 6.7 m (Fig. 5-14a) supports a uniform load of intensity q 22 kN/m and a concentrated load P 50 kN. The uni- form load includes an allowance for the weight of the beam. The concen trated load acts at a point 2.5 m from the left-hand end of the beam. The beam is constructed of glued laminated wood and has a cross section of width b 220 mm and a height h...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
please assist with problem 6.2-2
PROBLEMS Chapter 6 6.2 Composite Beams introductory Problems 6.21 A compnite beam is constructod uing a steet 150mrai osether sode The wood and teel are securely fasiened to act an a singlie bearm The beam ia sabjected 623 A compoaite beam conoining of fiberglas to a positrve beadieg momen A. -675N-n.Cal. fxes and a core of pactihle board has the crosssectioun cuine the ma si murnonsle and corpwave gresurs " ,hown in the figure 1...
structures homework, please answer all parts of the question thank
you
2. Wood Beam Design Design a 2x dimensioned lumber floor joist to carry the given dead + live floor load (neglect joist selfweight). Assume the floor meets conditions of 4.4.1 so CL=1.0. Also Ct, Cfu, and Ci = 1.0. Find the short term deflection of your chosen beam under live load only (100% LL is short term). Compare your LL deflection with the code limit of L/360. SPAN DATASET:...
Could I get help on question 1 and 2 please
L/2 L/4 L/2 L/4 P/2 P/2 3 pt. Loading 4 pt. Loading 1. The schematics above show two common mechanical testing geometries - a 3 point loaded specimen and 4 point loaded specimen. The samples you would test in these geometries would be called "flexure" samples. P is the load measured by the load cell Samples would actually be longer than L but the contact points determine the loading profile...
Please answer in numerical order.
1. Use ρ-p0.004 and choose (you decide) the number (3 to 5) and size of steel bars from the attached table. Then proceed to determine (a) the size of the cross-sectional area, (b) the moment capacity of the RC section that you design, and (c) show where is the neutral axis on the diagram (or sketch a new one). 2.5" Given: fe 3,000 psi, fy -60,000 psi Concrete cracking strain 0.003 Initial yielding strain of...
I provided an example problem, the question asked is
the last photo included. I also provided the tables used.
Span leng DL-1550 LL-1400b/ Desigh this r da fHetion and bendmg 5000 fsi :5Ksi Grade G0 steel fyr Goks d shrvup 6.5" No. 4 stimpr 名 De Flechon ChantGo ection min h llo llo 30-1.5b 3b b. guess h-5(18")-27'. h-2.0(К")-36 b-an," b: 15" Try 1-3a 1.2. (215 /1. (1400)4,gaol/ 964, 000l- 0ooa 00 Fc-5 ksi y G0,000pst E-0.85-[065 (5 ksi-4)-DXO 15...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
i need help in problem 3.6 which is the first picture.
the other 2 pictures are the equations that i need.
opened read only to prevent modification incompressibly, which because of the large strains cannot be accoun for via v = ). If the original length is L and the current length is /, volu conservation requires LA,=IA - A=A.(L/I) assuming uniform str and strain. Hence, 0x = A 4 = AS where A=1/L is a stretch ratio and is...
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