Question

In: Civil Engineering

4. Design Considerations. An airplane wing has a long beam along its span called a spar....

4. Design Considerations. An airplane wing has a long beam along its span called a spar. Select a material for the spar in a small aircraft. Explain at least 4 considerations for desirable properties and use data from the text to support your choice.

5. Design consideration. Your company needs a large tapered pin to connect two train cars through solid steel loops. Select a material for the pin. Explain at least 4 considerations for desirable properties and use data from the text to support your choice.

Solutions

Expert Solution

Ally Wells answered 11 months ago
Next > < Previous

Related Solutions

Design for flexure a simple span beam 26’ long to carry PD = 1000# and PL...
Design for flexure a simple span beam 26’ long to carry PD = 1000# and PL = 2000# at the center of the span. f’c = 4,000psi and fy = 60,000psi. show all work
An airplane has an effective wing surface area of 19.0 m2 that is generating the lift...
An airplane has an effective wing surface area of 19.0 m2 that is generating the lift force. In level flight the air speed over the top of the wings is 55.0 m/s, while the air speed beneath the wings is 35.0 m/s. What is the weight of the plane?
A flying wing has a planform area of 3700 ft2, a root chord at the airplane...
A flying wing has a planform area of 3700 ft2, a root chord at the airplane centerline of 34 ft, an overall taper ratio of 0.275, and a span of 170 ft. The average weighted airfoil thickness ratio is 10.2% and the wing has 36 degrees of sweepback at the 25% chordline. The air- plane is cruising at a pressure altitude of 17,000 ft on a standard day with a wing loading of 40 lb/ft2. The cruise Mach number is...
Design a rectangular reinforced concrete beam for a simple span of 35 ft. Uniform service loads...
Design a rectangular reinforced concrete beam for a simple span of 35 ft. Uniform service loads are 1.0 kip/ft dead load (excluding the self-weight of the beam) and 1.2 kips/ft live load. Use f′c=4,000 psi and fy=60,000 psi. Sketch your design.
Design a rectangular reinforced concrete beam for a simple span of 32 ft. Uniform service loads...
Design a rectangular reinforced concrete beam for a simple span of 32 ft. Uniform service loads are 1.5 kips/ft dead load and 2.0 kips/ft live load. Assuming that the total depth h is not to exceed 32 in. and that there is no limitation on the width b. Use f′c = 3000 psi and fy = 60,000 psi. Sketch your design
A beam 3m long is simply supported at its ends. The beam is loaded with a...
A beam 3m long is simply supported at its ends. The beam is loaded with a downward vertical load of 200N at a point 2m from the left support. USING AMM. a.) The maximum deflection is located at what distance from the left support? Answer: 1.63m b.) Calculate the maximum deflection assuming E = 50 GPa and I = 1x10^6 mm4 Answer 2.9mm
A beam 3m long is simply supported at its ends. The beam is loaded with a...
A beam 3m long is simply supported at its ends. The beam is loaded with a downward vertical load of 200N at a point 2m from the left support. Using DIM: a. The maximum deflection is located at what distance from the left support? b. Calculate the maximum deflection assuming E = 50 GPa and I = 1x10^6 mm4
A 12 in. x 18 in. rectangular beam has an effective span of 20 ft. A...
A 12 in. x 18 in. rectangular beam has an effective span of 20 ft. A dead load of 1500 lb/ft (includes self weight) and a live load of 4000 lb/ft is applied to the beam. The concrete and steel strengths are 4000 psi and 60000 psi respectively. Design and detail the shear reinforcement for the beam. Assume d is 2 inches less than h
A uniform beam is 5.00 m long and has a mass of 53.0 kg. The beam...
A uniform beam is 5.00 m long and has a mass of 53.0 kg. The beam is supported in a horizontal position by a hinge and a cable, with angle ? = 115°. (a) Draw all the forces acting on the beam. (b) Label the axis of rotation and the position vectors of each point of action. (c) What is the tension on the cable? (d) What are the magnitude of the vertical and horizontal forces acting on the hinge?...
Problem 2: A simple roof beam with a span 30 ft has a tributary width of...
Problem 2: A simple roof beam with a span 30 ft has a tributary width of 5 ft. The nominal loads that act on the roof system are shown below. Using the ASCE 7 Strength Design load combinations determine the factored design load in the beam (plf). Show all load combination calculations and identify the controlling load combination and resulting design values for positive and negative moment (±Mu) and shear (Vu). Nominal Loads Roof Live Load 20 psf Snow Load...
ADVERTISEMENT
Subjects
ADVERTISEMENT
Latest Questions
ADVERTISEMENT