Determinar la de Formacion Maxima en el punto c. Metodo Areas de Momento A 2400 KgF 2 + 2 J ㅓ 6 73000155/80 B m Hormigón f·c = 280 kgf/cm E = 15000√√ Seccion de Viga Determinar las reacciones, Metodo Doble Integracion. 2000 KgF c 1800 g/m m + z z 6 Determinar las Reacciones en la viga. Nebdo Areas de Momento. 1500 kgf-m -2500 kg/m 2 c 8 306m 15 60cm

Q: The uniform wire is bent into the shape shown and held by the frictionless pin at O. Determine the…

A: For the equilibrium to satisfy the centroid of the section should pass through O

Q: For the system shown, a. Determine the equivalent force-couple system at the base at C. Express the…

A: Given:

Q: For the statically indeterminate beam shown in Figure 3, determine the reactions at the support A…

A: Indeterminate beam with half span loading, It is asked to determine the reactions at the support A…

Q: The simply supported beam is subjected to the force F-550 N and the uniform distributed load with…

A:

Q: Using finite element find :1.reaction and stress in all member | 文文 6m 6m 15.0 E-200 GPa D=0.05 m…

A: P=10kNThe diameter of the bar =0.05mE= 200 GP a.To find reaction forces and stresses in all members.

Q: Using approximate analysis methods, determine the approximate reactions at A and B. Indicate the…

A: Using the portal method of analysis: The given frame is:

Q: Determine the reactions in the fixed end supports assuming El is constant. Use the integration…

A: Given data:

Q: 4) What is the equivalent force couple set at A of the applied forces 20 N and 50 N Note: F is the…

A: 4) What is the equivalent force couple set at A of the applied forces 20 N and 50 NNote: F is the…

Q: We are given the statically indeterminate structure in Fig. 1, with a degree of indeterminacy of 2.…

A:

Q: 50 kips 20 kips/ft 560 kip-ft В D | F 6 ft 10 ft 6 ft 12 ft 6 ft

A:

Q: Use equilibrium to verify the reactions. Using discontinuity functions from the Load col- umn of…

A: