Please give thumbs up
Compute the design moment strength for the non-rectangular cross section shown below and confirm that it...
For the beam cross-section shown below, calculate the nominal moment carrying capacity (Mn) and design strength (Mn) using rectangular stress-block. Does the beam satisfy ACI tension-controlled failure requirement? Given:-60,000 psi andf",-5,000 psi, Ά,-4 in 1n As 16 in.
For the cross-section shown below, compute the design bending strength OM, Use fy = 60 ksi and f. = 4 ksi. h = 30 in. 7 in. V in As = 3#9 T 2.5 in. 14 in.
2. Design a rectangular section for the beam below with the loads shown. The self weight of the beam is not included in the dead load of the beam and should be considered in the design. Show a sketch of your cross section, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft. Use Grade 50 steel with f 3,000 psi Use a target ρ-0.18 (/f, PD = 15 k PL = 10 k 2 k/ft (excludes beam weight)...
Clear handwriting is needed 10. Select the reinforcing steel for the rectangular cross-section shown. Mu- 160 k-ft. Use a concrete strength of 3,000 psi and grade 60 reinforcement. Note beam dimensions are given. Only A, need be determined. (10 pts) 24 in 21 in As 3i 3 in 10 in 3 in 16 in
answer is written please show calculations thank you 9. Determine the design moment strength, M, of the section shown below. Use fe 4,000 psi and fy 60,000 psi. 4 i 33 i Figure for Question 9 9. Determine the design moment strength, M, of the section shown below. Use fe 4,000 psi and fy 60,000 psi. 4 i 33 i Figure for Question 9
Compute the design strength(positive moment), фМ., for the beam shown below. note that the beam shown is an independent beam, which does not bend in conjunction with any adjacent beam(s). The material strengths are as follows: Please l. f, - 60,000 psi 3,000 psi (30 pts.) Check the development length for the bar size shown (No. 8 bars). The bars are not epoxy coated and the concrete is normalweight concrete. Assume the simplified equation can be used. The bars are...
Design a cross section and reinforcement to supports Pu = 450 kips, Mux = 100 k-ft, and Muy = 130 k-ft. Use and fy = 60000 psi f'c = 4000psi ACI code
A 15-ft solid concrete cantilever beam with a rectangular cross-section is shown below. It supports a load w = 2,150 lb/ft. The concrete has a tensile strength of 650 psi and a compressive strength of 6,000 psi. (a) Determine the maximum tensile and compressive stresses in the beam due to the applied load (b) Explain where failure would initiate in the solid concrete beam under the applied load. (c) Because the solid concrete beam is not adequate to carry the...
8-7 A rectangular beam with cross section b h=24 in., and d tored load of 3.9 kips/ft, including its own dead load. The beam is simply supported with a is reinforced with five No. 7 Grade-60 bars, two of which are cutoff between midspan and the and three of which extend 10 in. past the centers of supports. f= 4000 psi. (normal weight). The beam has Grade 60 No. 3 stirrups satisfying AC Code Sections 9.7.6.2.2 and 9.6.3.3. 14 in.,...
Find the maximum design axial load strength for the tied column of cross section shown in Figure 1.1. Check the ties. Assume a short column. Use f’c = 4000 psi and fy = 60,000 psi for both longitudinal steel and ties. Also, draw the flexural and shear reinforcement on a sketch. Case 1: Design of Short Columns- Small Eccentricity Find the maximum design axial load strength for the tied column of cross section shown in Figure 1.1. Check the ties....