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- Please give me the correct solution and answer this problem in principles of reinforced/presstresse concreteSituation 1: A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab with a tributary width of 2.70 m. The beam also supports a 3.20 m height of 100 mm thick concrete partition wall. Unit weight of concrete is taken to be 24 kN/m. Determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams. Note: Show your Solution in a Step by stepThe following data of a pre-stress concrete are given: Beam dimension ; bxh = 300 mm x 600 mm Loads Super imposed dead load 7 KN/m Live load = 20 KN/m Unit Weight of concrete 23 KN/cubic meter The beam is simply supported on a span of 15 meters and are pre tensioned with total initialpre tensioned with total initial force of 1750 KN from low-relaxation strand with centroid 220 mm below neutral axis throughout the beam length .There is a 15% loss of stress at service loads. The concrete covering of the pre-stressed concrete is _____mm., the total dead load is _____ KN/m.
- A rectangular concrete beam has a width of 400 mm and an effective depth of 700 mm. It is reinforced with five 28-mm diameter bars for tension only. Concrete strength is f's = 21 MPa and steel yield strength is fy = 275 MPa. Which of the following most nearly gives the distance of the neutral axis from the extreme compression concrete? A. 139.51 mm B. 151.93 mm C. 118.58 mm D. 188.15 mmUsing a simply supported pre-stressed concrete beam, explain the following status using stress diagrams: Stress condition due to pre-stress alone. Change of stress conditions due to the increment of external load: Decompression moment (bottom fibre compression = 0); Cracking moment (tensile strength develops at the bottom and starts cracking at the bottom); and Balance state (whole section is at an equal amount of compression).A beam, which is rectangular, has a base of 250 mm, and d = 575 mm. The beam is singly reinforced, where the recorded strain in the steel is 0.005, and the strain in the concrete is 0.003. fc' = 20.7 MPa, fy = 414.6 MPa. Note: As is not Given b) Determine the value of "As"
- Q-civil Concrete formwork Ata temperature of 50°F, 150 lb per cu ft of concrete is poured into a 14-foot-tall column form. Since there is no retarder, the concrete is Type I. Concrete will be poured to a depth of less than 4 feet with typical internal vibration. The placement speed is 7 feet per hour.A rectangular concrete beam 277 mm wide and 495 mm deep is simply supported over a span of 8.37 m. the beam is reinforced with straight tendons situated 59 mm above the bottom of the beam under a prestressing force of 387 kN. Concrete weighs 23.36 kN/m3 with modulus of elasticity Ec=13,814.76 MPa. Assuming tension concrete does not crack, what is the midspan deflection due to the given loads. (Include the sign if it is negative) Please avoid rounding off values during the course of solution proper as much as possible. Always write your answer in 4 decimal placesANSWER ASAP A concrete column of cross-sectional area Ac is reinforced by steel bars of area As, the modulus of elasticity of concrete is Ec and that of steel is Es, A load P is transmitted to the column through a rigid plate so that the deflection of the concrete is equal to that of the steel. Given P, As, Ac, Es, Ec, the shortening deflection of the column is?
- A beam, which is rectangular, has a base of 250 mm, and d = 575 mm. The beam is singly reinforced, where the recorded strain in the steel is 0.005, and the strain in the concrete is 0.003. fc' = 20.7 MPa, fy = 414.6 MPa. Note: As is not Given a) Determine the value of "a".A rectangular reinforced concrete beam has a cross-section dimensions b=400mm andoverall depth h= 800mm. The beam as shown in the image below carries asuperimposed dead load of 12 kN/m (excluding the self-Weight of the beam) andspecified live load of 20 kN/m. The beam has a compressive strength of 30Mpa andreinforcement yield strength of 400 Mpa a) What is the self weight of the beam? b) What is the modulus of elasticy and yeild strain of reinforcementNote: Choices also given. please show your work with clearly The ABC steel rod is attached to rigid supports and is unstressed at a temperature of 20°C. The steel is assumed to be elastoplastic, with E = 200 GPa and Sy 300 MPa. The temperature of both portions of the rod is then raised to 150°C. Knowing that the coefficient of thermal expansion for the steel is = 11.7 × 10-6/°C and assuming that it removes the redundant support at B. Determine the thermal stresses in each span. 1) thermal stress in AC given in Pa 2) thermal stress in CB given in Pa 3) Reaction in the redundant support in N