ENGR6011 Assessment 1 :

ENGR6011 Assessment 1

Develop computer programs in MATLAB environment to solve the following problems. Questions 1 and 2 carry equal weightage. The value of ID required to obtain your solution shall be derived from the table in pages 3 and 4. This value is unique for each student.

Determine the support reactions and forces in all members of the truss. Assume all members have the same Cross-Sectional Area and Elastic Constant. Please verify your results using Problem 14.4 in Section 14; Hibbeler, R. C., & Tan, K.-H. (2012). Structural analysis (8th ed. in SI Units. ed.). Singapore: Pearson Education.

  2     5   1    6                 ????  ????

F1 = 4+(0.2*ID) kN

F2 = 2+ (0.2*ID) kN

???? = 10 − (0.1 ∗ ????????) m

Determine the Shear Force and Bending Moments for each member of the frame shown below. Use stiffness method for the computation. Take I = 22e6 mm4, A = 7500 mm2 and E = 200 GPa for each member respectively. Please verify your results using Problem 16.2, Chapter 16; Hibbeler, R. C., & Tan, K.-H. (2012). Structural analysis (8th ed. in SI Units. ed.). Singapore: Pearson Education.

F1

F1 = 50+ 0.2*ID kN/m

???? = 10 − (0.1 ∗ ????????) m

???? = 3 + (0.05 ∗ ????????) m

Student ID list:

IDLast NameFirst NameStudent number1AbbeyBilal Hussein Malow211811802AdeelMuhammad211106503AdhikariRanjan Kumar211647254AhirKushalkumar Laxmanbhai211725795AhmadShaharyar211009816AhsanMuhammad Haseeb211227527AzizMd Misbah Ul213820778BhalodiyaParthkumar Bhagavanjeebhai200848069BhanderiDarshikkumar2106475710BistaAshish2105071411BorsePreet Prashant2121695612ChadhaGurmukh Singh2119617113Correa VecinoChristian2114945014Crepaldi CamariniGuilherme2111865415DahalGaurav2120648116DahalNischal2105494917DorjiPhub2129419818EjazFahad2112378419GallageSamitha2104271120GhimireKiran Shanker2117625421GiriKeshab2125661922GotameyNetra2116165823GuptaPrince1977252124HalaiVishal2131258225HaqFarhan Ul2117587926HusainSyed Tayyab2096125527Jacob SijuAshish2136858528JamtshoSherab2142041429JosephEllan2112552830JoshiSunoj2101070531JungYeeun2119045832Karakkattuparambil Sajith KumarAravind Kumar2135754133KarmakarAnkit2125227734KaushikNaveen2106626135KhawarArfeen2111569736KumarAnand2104816237KumarPardeep2132598838Lozano CastellanosIsabel2066871839MagutshwaHerbert2110797940MaliPuja2110809541MallaAsmit2119663442ModiKismat Janakbhai21331545

43MukhijaHunny2126597444NasirSalman2106111445NasrullahUzair2121373746NepalPrabin2143853047NguyenDinh Manh2140118948ParmarRishabh Hemant2081410049PatelDhrumil2091104350PayyalRashma Prashanth2068399951PeddetiNaga Sai Pavan Kalyan2109906352RadadiyaMeet2029676653RaiVawana2152742554RazaAli2046022855SakariyaAshishbhai Himmatbhai2110061956SaleemMuhammad Hamza2111962857SamarthSamarth2153204758Satinder Bir SinghSatinder Bir Singh2101837259SegondTanguy2140976960ShakyaMonika2104417361SharmaAditya Sharma2141300362SharmaDushyant2109627163ShresthShresth2104567164ShresthaAnish2124208765ShresthaGaurab2104985166SiddiqueUmer2133733667SinghGurvir2131597668SoomroMohsin Ali2127430769Sukhjinder SinghSukhjinder Singh2096742870SunarRanjeet2124032471SurhioMuhammad Saim2127917972TeerapongpakdiPhattrarapol2081059373TenzinTshering2139632474Thet Soe OoThet Soe Oo2113521375TsheringNamgay2146319276Usama Bin Yousaf–2136269777VaishnavGaurav2073535378ViraniDarshit Rameshbhai2120659179WangYibo2097483980WangmoSonam2137504881YonjanSushant2124209082Zacharia ThomasAshin2112672583ZamTandin2117272884ZhangShichen2116114085ZhuRoger20467261

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