solve the fixed-end moment of the beam shown below using CONJUGATE METHOD. show the step by step solution/ derivation
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solve the fixed-end moment of the beam shown below using CONJUGATE METHOD. show the step by step solution/ derivation
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- (with FBD)i need clear ans and solve very very fast in 20 min and thank you DYBALA -8 Discuss the stability and determinacy of the structures shown in Figure (1). m (a) Frame th (c) Frame ifth (d) Composite Figure (1) (b) Truss क (e) BeamFind the cross-sectional area of a 10m long steel bar that will not deform by more than 10mm nor be stressed by more than 100 Mpa when subjected to a 100 KN Load. E = 200 GPa. LILIL ---: :: - -. ---- ::: --". - -- I1- ---- ----- --- - 1 I.1': -- . d. L--- ... .... ------ -- ILla ..lal. --... ... li. ..: --l.. ... II:*.. t..t. . -- .I 1:*. ;-י .ls רוו .. -ו-ה ;"יוי 1.ל .. .....: 1. . . I'. . i ... l...I !!
- Solve it soon 3-4-5 good solution ok thanks for meNFD, SFD and BMD of the structureA 2014-T6 aluminum tube having a cross-sectional area of 600 mm² is used as a sleeve for an A-36 steel bolt having a cross-sectional area of 400 mm², When the temperature is T=15 °C, the nut holds the assembly in a snug position such that the axial force in the bolt is negligible. If the temperature increases to T-80 °C and an axial force of 25 KN is applied to the assembly, determine the stresses in the bolt and the sleeve. Note: Length of the assembly is 150 mm, E is 200 Gpa, a is 12*106 (for bolt), E is 73.1 Gpa, a is 23*106 (for sleeve).
- QUESTION 1: For the HE300M cross-section steel column, which is under the effect of 335kN from fixed loads and 825kN from live loads, design the base plate considering the ÇYTHYDE-2018 and AISC-LRFD specification rules and determine the plate thickness. The properties of the profile used for the steel column are given in the table below. Given and matters to be considered *Steel material class: S235 * Yield stress of steel material (Fy): 235 N/mm2 *The breaking stress of the steel material (Fu): 360 N/mm2 *Concrete strength class: C25 - fck=fc'=25 MPa *Concrete block dimensions are 400x400mm2. *While choosing the dimensions of the base plate to be designed, selection should be made to take values such as x50mm*x50mm or x00mm*x00mm (x is an integer between 1 and 9). * LRFD method will be preferred as the design method. * Where needed, AISC-LRFD specification and its annexes will be used.Q.2 Three bars each made of different materials are Steel Copper Ecu- 120 GPa ag = 12(10-)/C a = 21(10-")/"C a = 17(10-)C Acu = 515 mm? Brass connected together and placed between two E= 200 GPa E= 100 GPa walls when the temperature is T1 = 12°C. %3D Detemine the force exerted on the rigid A = 200 mm? Ape- 450 mm supports when the temperature becomes T2 %3D 18°C. The material properties and cross- 300 mm 200 mm 100 mm sectional area of each bar are given in the figure. (Marks = 10, CLO 3)*7-88. Nylon strips are fused to glass plates. When moderately heated the nylon will become soft while the glass stays approximately rigid. Determine the average shear strain in the nylon due to the load P when the assembly deforms as indicated. 2 mm 3 mm 5 mm 3 mm 5 mm 3 mm
- Give systematic names for the following formulas:(a) K[Pt(NH3)Cl5] (b) [Cu(en)(NH3)2][Co(en)Cl4] (c) [Pt(en)2Br2](ClO4)2A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in the figure. Determine the maximum allowable value P if the change in length of the bar is limited to 2 mm and the working stresses prescribed in the table are not to be exceeded. Aluminum 3P Bronze Steel 2P P 4P - 1.0 m- - 0.6 m→- ste-0.8 m - A (mm²) E (GPa) . (MPa) Bronze 450 83 120 Aluminum 600 70 80 Steel 300 200 140What is OMn for W8x24 - A36 steel in lb-ft for: а) 15 ft b) 30 ft