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- Derive the maximum steel ratio and the recommended rteel ratio fe' O.856 fy Po-004 3 0.85 fc' pooos= 0-85Please solve sub-part- ii completely and accurate with correct calculations. Thank you!Classify the structure is statically determinate (write SD), statically indeterminate (Write only the degree of indeterminacy say SI 2 degrees; i.e. 2), or unstable (write U). Blank 1 ... Blank 1 Add your answer
- Problem 14 , 3 parts ....plz solve all parts I vll upvoteA0AC ** od of added a fost o pointed to the P = 1400 b P-1400 btab Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. What horizontal force F2 is required at point A for equilibrium? A- Ta IT 3- 14.14 V caps %3D %3D 2. Y = Ya 43) -1,27 37T 31T 2.5m 55 Waker F2 alm 3 m Ixc= a"(9n²- 64) 3"(Ap?-64) 72TT = 8,89 Side view 72T1 heg= Oh-CG 5.5-1.27 = 4,23 10 IxC e = 8,89 F= 10.(9.8 1) -(4.23) · (14,14) = 586,757.69 heg A 4,23 (14.149 NY86 Am-cG-e 1,27-. 1496=1.12 = arm+ FR ,12+586,757,68 3. = 195586,26 N
- The thin uniform plate shown has a mass of 100kg and is subjected to a force and couple momentalong its edges. If it is supported in the horizontalplane by a roller at A, a ball-and-socket joint at B,and a cord at C, determine the components ofreaction at these supports to maintain equilibrium. Please provide all written work and show FBD. Thank you!Hiw:- Find the diffrent between A aud B? pressur re r.dsl.2 Qb m -A+ 0.4 m ridso.f in1) Find the allowable safe loadpf the stressec in the ban are fhe following BC - so ksi ABE GO feri CD = 70 ksi 0.4 in2 0.5 n2 0.3 n? op - P4 A 13
- Calculate the shear stress in MPa at section B A 100 mm F-10EN 10 mmOOKN GOKN K B 75KN 75KN 75 KN G@ Am = 24 m %3D Determine the Miember force on member EJ. 1 2m ImEQuiz No.3 584nkkz1 Cc7KLzOsdr9YUFgvcfFSqpsdlyljtewQ/formResponse Choose the correct answer What will be the value of load applied parallel to the diagonal of (100x100x100))mm cube since the splitting tensile strength=3 Mpa 57.8 KN O 46.7 KN O 47.1 KN O (28)=27.5 Mpa, then the fc(180)=-- for concrete produced using moist