CIVE 210 Problems, Fall 1998

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Indicate relevant information to key points including slopes, ordinates, location of 0 shear, type of functions, minimum-maximum and other relevant information to key points. Draw to scale the moment diagram on the attached sheet, below the frame system (9 points). Indicate relevant information to key points including slopes, ordinates, location of 0 moment, type of functions, minimum- maximum and other relevant information to key points. Bag, & Aveb. Library American University of Beirut Department of Civil and Environmental Engineering Fall 2005-2006 Instructor: Professor Fouad Kasti 20 kN 35 KN 2kN/m 10m kN-m American University of Beirut Department of Civil and Environmental Engineering Spr 2005-2006 Instructor: Professor Fouad Kasti CIVE 210 | Statics Exam # 2 Fri Apr 5,06 | 1/1 3/4 Hour Exam, Closed Books Problem #1: (25%) For the one dimensional frame hinge supported at A, roller supported at C, with a concentrated load 50 kN at B, concentrated moment 100 kKN-m at E and a 2 kKN/m uniform load between C and D as shown in the attached sheet: 1- Briefly study stability and determinancy (3 points) 2- Compute the reactions at the hinge support at A and roller support @ B (4 points) 3- Draw to scale the shear diagram on the attached sheet, below the frame system (9 points). Indicate relevant information to key points including slopes, ordinates, location of 0 shear, type of functions, minimum-maximum and other relevant information to key points. 4- Draw to scale the moment diagram on the attached sheet, below the frame system (9 points). Indicate relevant information to key points including slopes, ordinates, location of 0 moment, type of functions, minimum: maximum and other relevant information to key points. B< wee adh. Lise Ri American University of Beirut Department of Civil and Environmental Engineering Spr 2005-2006 Instructor: Professor Fouad Kasti 2 kN/m 10m 10m American University of Beirut Department of Civil and Environmental Engineering Spring 2005-2006 Instructor: Professor Fouad Kasti CIVE 210 Statics | Exam #2 Makeup | Mon May 22, 06 | 1/2 3/4 Hour Exam, Closed Books Problem #1: (25%) For the one dimensional frame hinge supported at A, roller supported at C, with a concentrated load 10 kN at D, concentrated counter-clockwise moment 100 kN-m at E and a 2 kN/m uniform load between A and C as shown in the attached sheet: 1- Briefly study stability and determinancy (3 points) 2- Compute the reactions at the hinge support at A and roller support @B (4 points) 3- Draw to_scale the shear diagram on the attached sheet, below the frame system (9 points). Indicate relevant information to key points including slopes, ordinates, location of 0 shear, type of functions, minimum-maximum and other relevant information to key points. 4- Draw to scale the moment diagram on the attached sheet, below the frame system (9 points). Indicate relevant information to key points including slopes, ordinates, location of 0 moment, type of functions, minimum- maximum and other relevant information to key points. B< American University of Beirut Department of Civil and Environmental Engineering Spring 2005-2006 Instructor: Professor Fouad Kasti 10 kN 2kKN/m SELETT TTI T | | B O D ; Cc 10m 10m 10m 10m