D 5m B -5 m- -5 m- а. Determine the maximum positive ordinate for member DC. Determine the location of a point load that will give the maximum compressive force for member AB. b.
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Problem Solving. Write the correct answer on the space provided. Round off all answers to FOUR (4) decimal places. NO rounding off between calculations.
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- Q: Find the axial force at member CD(FCD). -EA=1000t (all members)3. A reinforced concrete beam is 225 x 650 mm (b x d). The tension steel consists of 2H16 and 2H20 bars and the compression steel is 2H12 bars. Determine the ultimate moment capacity of the section, assuming fck = 25 N/mm2 and fyk = 500 N/mm2. The cover to centre of steel is 50mm.Identify the maximum shear and maximum moment. Answers: Vmax = 28.98 kN, Mmax = -85.25 kN-m. Kindly give me the solution of this please.
- The rigid pipe is supported by a pin at A and an A-36 guy wire BD. If the wire has a diameter of 6.5 mm, determine the load P if the end C is displaced 1.675 mm downward.d.) What is the location of the absolute maximum shear from the left end of the beam? (in m) e.) What is the absolute maximum moment in the beam? (in kNm) f.) What is the location of the absolute maximum moment from the left end of the beam? (in m) I'll re-post again the other questions. Same, imclude fbd.A 300mm by 600mm rectangular beam is subjected to uniform ultimate load of Wu=200kN/m over the whole span. The beam is simply supported over a span of 4m. The reinforcements are 2-28 mm diameter compression reinforcement and 4-28 mm diameter tension reinforcement. Use f'c=21MPa, fy=415MPa, stirrups=10mm, and cc=40mm. Calculate the maximum positive moment in the beam in kN.m.0 Calculate the depth of compression block in the beam in mm.0 Calculate the stress in the compression compression reinforcement in MPa.0 Calculate the ultimate moment capacity of the beam section in kN.m.0
- A 300mm by 600mm rectangular beam is subjected to uniform ultimate load of Wu=200kN/m over the whole span. The beam is simply supported over a span of 4m. The reinforcements are 2-28 mm diameter compression reinforcement and 4-28 mm diameter tension reinforcement. Use f'c=21MPa, fy=415MPa, stirrups=10mm, and cc=40mm. Calculate the maximum positive moment in the beam in kN.m.0 Calculate the depth of compression block in the beam in mm.0 Calculate the stress in the compression compression reinforcement in MPa.0 Calculate the ultimate moment capacity of the beam section in kN.m.0 need answer please thank youFor the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension) 1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 ) 2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654) 3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 ) 4- Magnitude of reaction at A is (KN) 5- internal force in member IK (KN) is 6- internal force in member GF (KN)pls answer a, b ,c and highlight the answer A 5.50m beam (425mm by 525mm) is fixed support on one side and roller support on the other side carries a uniform load all throughout its length. It is reinforced with 4D20mm (tension) and two D16mm (compression). Taking fc’=33MPa, fy=415MPa, clear cover=40mm and dv=10mm. a. Determine the balanced moment, kN-m. b. Determine the maximum moment assuming using the NSCP 2015. c. Determine the superimposed dead load it can carry if the beam carries a live load of 20kN-m.
- A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longhitudinal bars equally distributed to the shorte sides of the column. Use f'c = 21 MPa and fy = 415 MPa. Calculate the required spacing of 10-mm-diameter ties, s (mm). Calculate the nominal axial strength of the column, Pn (kN). Calculate the maximum ultimate axial load the column can carry, Pu (kN)The beam CBA is supported by a ball and socket support at A and two cables BD,BE as shown. It is loaded by two forces F=945 KN and P=315 KN.A reinforced concrete beam 6m in length and 800 mmx 550mm in cross section is reinforced w/ 4-32 & bar supports and axle load of 50kN and 80kN on a wheel base of 3m. Using steel cover of 75mm, f'c = 28 MPa, fs=138 MPa. Let fc= 0.45 f'c. Find the Moment capacity of beam.