CIVE 310 Problems Practice + HW Problems, Fall 2015

AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 1 CIVE310 – MECHANICS OF MATERIALS Topics: Statics Review, Stress Analysis Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: F 1-5, 1-5, 1-7, 1-16, 1-20, F1-11, F1-12, 1-33, 1-42, 1-51, 1-53, 1-61 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 2 CIVE310 – MECHANICS OF MATERIALS Topics: Statics Review, Stress Analysis Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: 1-65, F 1-18, F1-20, F1-22, F1-23, 1-76, 1-79, 1-85, 1-91, 1-101 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 3 CIVE310 – MECHANICS OF MATERIALS Topics: Statics Review, Stress Analysis Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: F2-2, F2-4, 2-4, 2-5, 2-11, 2-15, 2-20, 2-27, 2-30, F3-7, F3-10, F3-11, 3-3, 3-8, 3-13, 3-15, F3-14, F3-15, 3-28, 3-33, 3-37 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 4 CIVE310 – MECHANICS OF MATERIALS Topics: Statics Review, Stress Analysis Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: F4-5, F4-6, 4-5, 4-10, 4-12, 4-15, 4-24, 4-30, 4-32, 4-33, 4-37, 4-43, 4-46, 4-47, 4-55, 4-60, 4-61, 4-64, 4-69, 4-72 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 5 CIVE310 – MECHANICS OF MATERIALS Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: 6-25, 6-43, 6-45, 6-55, 6-59, 6-61, 6-62, 6-69, 6-79, 6-88, 6-99, 6-101, 6-103, 6-108, 6-114, 6-121, 6- 123, 6-126, 6-130, 6-135 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 6 CIVE310 – MECHANICS OF MATERIALS Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: 7-25, 7-28, 7-35, 7-37, 7-38, 7-42, 7-46, 7-47, 7-75 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 7 CIVE310 – MECHANICS OF MATERIALS Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: 5-4, 5-9, 5-13, 5-23, 5-25, 5-30, 5-32, 5-39, 5-49, 5-53, 5-56, 5-62 AUB-FEA-CEE CIVE310 – Mechanics of Materials Fall 2014 - 15 Homework # 8 CIVE310 – MECHANICS OF MATERIALS Textbook: Mechanics of Materials, R.C. Hibbeler, 9th Edition Problems: F8-1, F8-3, F 8-6, 8-18, 8-20, 8-27, 8-32, 8-43,8-54, 8-58, 8-68 F9-2, F9-5, 9-5, 9-7, 9-12, 9-15, 9-23, 9-30, 9-34, F9-11, 9-63, 9-73 pl Previous Exam Questions 1) 2) CIVE 310 Mechanics of Materials Spring 2014, Dr. Chehab Quiz on Statics 75 Minutes Instructions:  Place ID on desk and clear all other items.  Write your name on question and answer sheets.  No electronic devices other than non-programmable calculators allowed.  No food or bathroom breaks. Problem I: (25 points) The rigid beam ABCD shown Figure (I) is subjected to a uniform distributed load w and a concentrated load of 4 kN as shown. Knowing that w = 4 kN/m, determine the following: 1) The support reactions at B and C. (DOUBLE CHECK YOUR REACTIONS) (5 points) 2) The shearing force diagram (S.F.D) and bending moment diagram (B.M.D) of the beam ABCD. (20 points) Problem II: (25 points) Figure II The Howe truss is subjected to the loading shown. Determine the forces in members GF, CD and GC. State if the members are in tension or compression. 4kN 1.0 m 3.0 m 1.0 m 1.0 m w D C A B Figure I 1 CIVE 310 Mechanics of Materials Spring 2014, Dr. Chehab Quiz on Statics 75 Minutes Problem III: (25 points) Referring to the beam-bar system shown in Figure III, the concentrated downward vertical force P is a moving load, and can assume any position on the beam between A and D. Determine the positions of the load P and compute the corresponding force in Bar CE, for the following cases: A. Maximum Tension in Bar CE. (10 points) B. Maximum Compression in Bar CE. (10 points) C. Force in Bar CE is equal to P in tension. (5 points) Note: You should compute one position and corresponding force for each of the cases above. Problem IV: (25 points) Figure IV Draw the shear and moment diagrams for the beam. There is a pin at C. Figure III Beam ABCD E D L A B C Bar CE L/2 L/2 P 2