Answer it complete solutions PLATE 27N8I446JSkN X40KN30KN-tTכ15KNAELUP0FQBDWHST5m2.5m十3m+3m+////4mE4m4mE• USE PORTAL METHOD AND CANTILEVER METHOD.COLUMN CROSS-SECTION AREA ARE THE SAME.

Step 1:Step by step procedure is written Step 2: Step 3: Step 4:

Answered: PLATE 2 7 N 8 I 4 46 J S k N X 40KN…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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H Y G F 30 kips 20 30 kips- C D 40 kips 40 kips 40 kips 50 kips 70 kips 4 @ 15'= 60'- (a) Section Method
Integrate it.
p2 – 3r + 2 lim r-1 | r - 1
Draw free body diagram
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12" Type EDI_Std_Nomenciature AISC_Manual_Label C15X50 C15X50 C15X40 C15X33.9 14.7 15.0 3.72 0.716 0.650 0.799 0.778 404 11.0 C15X40 11.8 15.0 3.52 0.520 0.650 348 9.17 C15X33.9 10.0 15.0 3.40 0.400 0.650 0.788 315 8.07 0.674 0.674 C12X30 C12X30 8.01 12.0 3.17 0.510 0.501 162 5.12 C12X25 C12X20.7 C12x25 C12X20.7 7.34 12.0 3.05 0.307 0.501 144 4.45 6.08 12.0 2.94 0.282 0.501 0.698 129 3.96 1. Determine Ixx (Centroidal) (Select ] 2. Determine lyy (Centroidal) [ Select ] > >
Using virtual work methed Draw B.M.D2 H0KN 5m
Please answer the problem attached image Thank you very much. (Hint: a=346.5,b=331.kN, c=198.467kN,d=20.87Mpa)
Use Virtual Work Method
4x-2x²+1 find lim,0 3x-5
Problem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fc' = 28Mpa, Ey 415Mpa, diameter of stirrups 10mm. %3D %3D a. Depth of N A. mm b. fs' Mpa c. Mcap kN-m d. W Nm 275mm 2-16mm Dia .. W KN/M 5.50m 6-16mm Dia 60mm Edit View Insert Format Tools Table 12pt - Paragraph BIUA Da 9f
R Sho X W8 e Method of Joints Go X Az, Ay, Cy= Submit Unt X F tly clear Reb X As shown, a truss is loaded with forces P₁ = 495 N and P₂ = 995 N and has the dimension a = 1.10 m An X Co x Ma x X [5] ΑΣΦ 41 vec S session.masteringengineering.com/myct/itemView?assignment ProblemID=15609911&offset=next Search 200 ? AURA P₁ Determine A, and Ay, joint A's reaction forces' magnitudes in the x and y directions, respectively, and C, joint C's reaction force's magnitude in the y direction. Express your answers numerically in newtons to three significant figures separated by commas. ► View Available Hint(s) N D Ma X a Ma x X B (1) X 99+ Hox C. B
Draw the SFD and BMD.

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PLATE 2 7 N 8 I 4 46 J S k N X 40KN 30KN- t T כ 15KN A E LU P 0 F Q B D W H S T5m 2.5m 十 3m + 3m + //// 4m E 4m 4m E • USE PORTAL METHOD AND CANTILEVER METHOD. COLUMN CROSS-SECTION AREA ARE THE SAME.