CIVE 210 Problems, Fall 1999

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DECTION Menuop: jS€criowy lol: Kyowa Tey =U Tae ~O } TM. ~O — Froe ae EmgxO —. Fasp The Cae ‘ ze, 20 a ce <0 ~~» & % se Tey i : t 1 1 ae — Feotem VII : } i A : | HAa~ tee alBs Teo «8 = Foo! ( lecTore faoktenss (or. te Raw BLT E00 10K, (7 ; a MOMENT Dian (lb-Fr) PooyT oF - IOFLExt GO Eng, & Arch, Littery American University of Beirut Department of Civil and Environmental Engineering Fall 2005-2006 Instructor: Professor Fouad Kasti CIVE 210 | Statics Exam # 2 Sat Dec 17,05 | 1/1 1/2 Hour Exam, Closed Books Problem #1: (25%) For the one dimensional frame supported at the right end only and shown in the attached sheet: Briefly study stability and determinancy (3 points) Compute the reactions at the full fixity located at the right end of the frame (4 points) Draw to seale 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. 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. Rach oh S American University of Beirut Department of Civil and Environmental Engineering Fall 2005-2006 Instructor: Professor Fouad Kasti 20 KN 35 KN 2kN/m | 10m B< 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 kN-m at E and a 2 KN/m uniform load between C and D as shown in the attached sheet: Briefly study stability and determinancy (3 points) Compute the reactions at the hinge support at A and roller support @ B (4 points) 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. 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. Ey. R Arh Library American University of Beirut Department of Civil and Environmental Engineering Spr 2005-2006 Instructor: Professor Fouad Kasti 10m 10m B< American University of Beirut Department of Civil and Environmental Engineering Spring 2005-2006 Instructor: Professor Fouad Kasti ae Ueay CIVE 210 Statics Exam # 2 Makeup Mon May 22, 06 1/2 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: 3/4 Hour Exam, Closed Books Briefly study stability and determinancy (3 points) Compute the reactions at the hinge support at A and roller support @ B (4 points) 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. 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< ine ts Ase American University of Beirut Department of Civil and Environmental Engineering Spring 2005-2006 Instructor: Professor Fouad Kasti 10m