(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 A 2A 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB...
Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с А 10 ft 6 24 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB -0.25 -0.75 1.5...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 ft 2A 2 ft Vs ww 2.25 IL RA -0.25 1.25 0.25 IL...
Please show work for influence lines.
Problem 2 Plot influence lines for the two span compound beam shown below. The first span is 30-ft and the second span is 20-ft. An internal hinge is located in the second span at 6-ft from Support C. Plot the following influence lines: Av, Cv, Fv, VB, MB, Vcleft, Vcright, Mc, VD, VE, and ME. l ) D E 12' 18' 6' 6' 8'
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB, and Mg using either the equilibrium method or the Muller-Breslau principle. Use the influence line for MB to compute the absolute maximum and absolute minimum bending moment produced at B due to a uniformly distributed live load of 10 k/ft that may or may not be present anywhere on the beam. Use the influence line for Veto compute the absolute maximum shear force produced...
Draw the indicated influence lines,
77% Influence Lines for: RA RC MA VA VB Mc VC, RHS 5 m m
Draw the influence lines for reactions RA, and RC of the beam below-given a=6 ft, b=6 ft, c=4 ft. Assuming that the span can be loaded with a 3.7 kips/ft uniform load of variable length, determine the maximum negative (down)value of the reaction RA in kips. Do not include the - sign. 000 Rc - a - obstaco
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence lines for the vertical reaction at support A c) Draw the influence lines for the moment at EB d) Determine the maximum absolute value of each response quantity from parts a) to c) if beam AD supports a 15-ton concentrated load and a movable/variable 1 kip/ft uniformly distributed live load. 6 4 43'
Draw the influence lines for Ay, Dy, Fy, VC, and VE, MD, ME and MB. step by step A в C E >e ><- 4 4 6' 4'
Problem No.4: For the following beam, draw the Influence lines for: a) reaction at A, b) shear at C, and c) moment at C. Also show your necessary calculations AND values on ILDs: (10 points) 6 m