COLLEGE OF ENGINEERING AND TECHNOLOGY

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COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO : C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 1 Drw the internl force digrms 1. 45 t.m 2. 6 t 3. 9 t w t/m

COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO : C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 2 1 Using the Principl Of Superposition, Drw the ending Moment Digrm nd Sher Force Digrm for the following ems : 1.1 5 t 2 t/m 1.2.m 1.3 6 m 1.4 P t 6 m.m

COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO : C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 3 1 Using the 3 Moment Eqution Method, Drw the ending Moment Digrm nd Sher Force Digrm for the following ems : 1.1 C 1.2 15 t 15 t 1. 2.m 1 m 1 m C 1.3 10t C 2 8 m D 1.4 settlement of support = 4 cm (E = 5000 t.m 2 ) 2 6 m 6 m C 1.5 settlement of support = 4 cm, nd settlement of support C = 2 cm (E = 5000 t.m 2 ) P t 2. 2 C D

COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO.: C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 4 Using the Virtul Work Method : 1 Clculte the deflection & rottion t point () in term of E : 1.1 1.2 6 m 2 Drw the ending Moment Digrm for the following ems : 2.1 8 m 15 t.m 2.2 15 t 1 m 3 C 2.3 settlement of support C = 4 cm ( E = 5000 t.m 2 ) P t C 2 D

COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO : C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 5 1 Using the Virtul Work Method, Drw the ending Moment Digrm for the following Frmes: 1.1 1.2 2 6 m 3 1 1 8 m 10 m 1.3 P t 3 = 0.3 6 m 8 m 27 t 27 t 1.4 2 2 10 m 10 m C

COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO : C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 6 (Prt 1) 1 Using Virtul Work Method, Find the nternl Forces in members for the following Trusses: 1.1 b d 3m f g h 1 14 t 1 e 1.2 17 t 15 t 15 t 15 t 17 t c d e f g b k 4 j h 3x2 = 6 m i 4x3 = 1 1.3 15 t 15 t 6 P 15 t 15 t b 2 c 2 d 2 e 2 f 2 2 j i h 4x4 = 16 m g

COLLEGE OF ENGNEERNG ND TECHNOLOGY DEPRTMENT : Construction nd uilding Engineering COURSE : Structurl nlysis 2 COURSE NO : C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 6 (Prt 2) 2 Using Virtul Work Method, Find the nternl Forces in members for the following Trusses due to : ( E = 40000 t ) cse : Settlement of support. cse (2): Fbriction Error. Member Fbriction -1 + 2 cm 1-2 - 3 cm 2-3 - 2 cm Problem Settlement 2.1 Δ = 2 cm cse(3): these members hve increse of temperture = + 40 º c. 2.1 2.2 15 t 15 t 4 t 1-3cm 2-2cm 3 4 t 3-2cm 2-3cm + 2cm b c 4 1 + 2cm b

COLLEGE OF ENGNEERNG & TECHNOLOGY Deprtment :Construction nd uilding Engineering Course : Structurl nlysis 2 Course No: C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill SHEET 7 Using the slope deflection method of structurl nlysis: 1- Drw the internl forces in ll the following four continuous bems subjected to the indicted lods. 2- f the continuous bems (problems 3 nd 4 only) hve settlement t support (2) equl to 5 cm. drw the internl forces due to settlement only. The reltive inerti of ech bem members re s given. E = 2x10 4 t.m 2 3 (2) 2 1 (3) 30 t (2) 2 (3) 10 m 10 m 1 (4) 1 1 7 t 2 t/m 2 (2) 5 (3) 2 (4) 6 m 6 m 6 m 1. 8 P (4) 4 2 (2) (3) 6 m 6 m 6 m 1.

COLLEGE OF ENGNEERNG & TECHNOLOGY Deprtment :Construction nd uilding Engineering Course : Structurl nlysis 2 Course No: C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill Sheet 8 (Prt 1) Frmes without swy ) Drw the possible swy mode for ech of the following frmes. ) Using the slope deflection method of structurl nlysis drw the internl forces for: 3 (2) 2 1 9 t 2 (3) (4) (5) 6 t/m (3) 6 t/m 3 3 (2) (4) 2 2 10 m (5) Problem # 1 Problem # 2 (3) (2) /m 3 2 1 (4) (5) (6) (2) (3) 2 3 3 (4) 1 m 1 m 1 Problem # 3 Problem # 4

COLLEGE OF ENGNEERNG & TECHNOLOGY Deprtment :Construction nd uilding Engineering Course : Structurl nlysis 2 Course No: C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill Sheet 8 (Prt 2) Frmes with swy ) Drw the possible swy mode for ech of the following frmes. ) Using the slope deflection method of structurl nlysis drw the internl forces for: 15 t 1 (2) 2 (3) 2 3 3 (4) (4) 8 m (2) 3 (3) 8 m Problem # 5 Problem # 6 7 t/m (2) (3) 16 t 3 (3) (4) 2 3 (2) 3 (6) (5) 3 2 (4) 1 m 1 m 7 m 1 Problem # 7 Problem # 8

COLLEGE OF ENGNEERNG & TECHNOLOGY Deprtment :Construction nd uilding Engineering Course : Structurl nlysis 2 Course No: C 343 LECTURER : Dr. Mohmed SFN T. SSSTNT : Eng. Mostf Yossef, Eng. l-hussein Hill Sheet 9 Moment Distribution Method ) Using the moment distribution method, Drw.M.D for: 1) settlement of support C = 3 cm ( E = 5000 t.m 2 ) C 2 D 2) (2) (3) 2 3 3 (4) 1 m 1 m 1

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