What is the maximum area of reinforcements (mm-) of the concrete beam if the specified compressive strength and the steel yield strength are 22.8 MPa and 287 MPa respectively? The concrete beam has a width of 286 mm and an
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- Question 46 A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 396 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight concrete strength is 24 MPa. Write your answers in 2 decimal places only.In a reinforced concrete section, according to ACI, of its shear capacity, what is the percentage of steel and what is the percentage of concrete? Show the answer. I WILL RATE YOU, I NEED IT FASLTY. If you can write it in a computer please.45 A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 366 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight concrete strength is 27 MPa. Write your answers in 2 decimal places only.
- A short (assume no buckling) 4x8 wood column (actual dimensions are 3.5" x 7.5") is placed in a testing device and loaded until it fails due to crushing. If the ultimate load was 19,725 pounds, what is the column's ultimate/crushing stress, in psi? Round to the nearest psi, and do not include commas or units in your answe r24. Refer to Table 12.6 and Figure 12.12 attached. What would be the fatigue damage according to the PCA design method for 50,000 repetitions of a 26-kip single axle, a subgrade k=200 psi/in, a flexural strength=600 psi, and a 6.5-inch thick concrete slab without concrete shoulders? Select the best answer.a. 0.0b. 0.5c. 0.75d. 10.0 25. Refer to Table 12.8 and Figure 12.13 attached. What would be the erosion damage according to the PCA design method for the same conditions stated in Question 24 above? Select the best answer.a. 0.0b. 0.125c. 0.835d. 10.0Qs. Show the compressive strength of the PET(Polyethylene Tetraphthalate ) filled with soil and used as a brick in compressive test machine ,When fractured load is 90 KN is for bricks and 230 KN is for PET unit, analysis of CTM data as an strength If you do not know the answer please skip allow others, dont post wrong I will downvote for sureNote-This is not a writing assignment
- A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force vu = 373 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm dia. the stirrups if lightweight concrete strength is 25 MPa. Write your answers in 2 decimal places only.PLEASE WRITE THE COMPLETE SOLUTION NEATLY: A rectangular beam has b = 250 mm and an effective depth of 490 mm. 28th daycompressive strength of concrete f’c = 20.7 Mpa and steel yield strength, fy = 420 Mpa.As = 3 – 20 mm diameter bars. Calculate the ultimate moment capacity. Use NSCP2015.Provide solution and illustrations. Use three decimal places A rectangular reinforced concrete beam exposed to weather has a width of 300 mm and a total depth of 600 mm. The diameter of the bar to be used for reinforcement is 16 mm. fc’= 31 Mpa and fy = 276 Mpa. Determine the required number of bars for reinforcement.
- concrete : C20 steel : S420 h=550 mm hr:100 mm b=750 mm bw=350 mm d'=40 mm steel rebars in top : 5Φ26 steel rebars in bottom : 5Φ26A 250x450mm beam with a concrete cover of 40mm and stirrups of 10mm with fo' of 21Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. Calculate the required number of reinforcements (adjusted)3. A reinforced concrete beam is 0.25m x 0.450 m (b x d). The tension reinforcement provided is 2H25 (As = 982mm2). Determine the moment of resistance of the section if fck = 25 N/mm2 and fyk = 500 N/mm2. 4. By using the information from Q3, calculate the actual area of reinforcement required.