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 P_D = 1000# and P_L = 2000# at the center of the span. f’_c = 4,000psi and f_y = 60,000psi. show all work

Expert Solution

Ally Wells answered 11 months ago

A simply supported beam with a span of 26 FT is used to carry a service...

A simply supported beam with a span of 26 FT is used to carry a service dead load (including self-weight) of 1.65 KLF and a service live load of 3.3 KLF and is reinforced with 4-#9 bars. The beam has a width b of 14 IN, an effective depth of 24.5 IN., and a height of 27 IN. The material strengths are f’c = 4000 PSI and fy = 60 KSI. The immediate deflection due to live load is limited...

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

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...

Q2. Design a rectangular column: PD = 400 k, PL= 600 k, ρ = 2 %....

Q2. Design a rectangular column: PD = 400 k, PL= 600 k, ρ = 2 %. fc’ = 4000 psi, fy = 60,000 psi. Draw the reinforcement detail also. Please ANSWER this question with clear and with all steps don't miss any calculation and drawing steps. - Don't consider the foundation. Assume any dimension of the column that can carry this loads. the important that the column not fail by using ACI code.

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...

Select a solid, rectangular, Eastern hemlock beam for a 5m simple span carrying a superimposed uniform...

Select a solid, rectangular, Eastern hemlock beam for a 5m simple span carrying a superimposed uniform load of 4132 N/m

A 40 ft simple span beam is loaded with a uniform dead load of 2.4 kips/ft...

A 40 ft simple span beam is loaded with a uniform dead load of 2.4 kips/ft plus the beam self-weight and a uniform live load of 3.3 kips/ft. The lateral supports are located at the supports and at the midpoint of the span. Determine the leastweight W-shape to carry the load. Use A992 steel and Cb= 1.0. Design by (a) LRFD and (b) ASD. [6.16-36]

Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a...

Design a simply supported one-way reinforced concrete floor slab to span 10 ft and carry a service live load of 175 psf and a service dead load of 25 psf (the dead load does not include the self-weight of the slab). Use f’c = 3000 psi and Fy = 60,000 psi. Make the slab thickness to 1/2-in. increments.

A simply supported 7 ft long solid wooden beam is designed to carry a concentrated load...

A simply supported 7 ft long solid wooden beam is designed to carry a concentrated load P = 600 lbf in the center. The distance between supports is 72 inches. The cross sectional area is 2” (inches) wide and 6” (inches) high. Determine the moment of mass of the beam (lbm), inertia (in4) and deflection (in). This wood has the following material properties: Modulus of elasticity = 2.5 x 106 psi and Density = 40 lbm/ft3.

Question