CIVE205 2022F - Assignment 6

Q1/ Find moment of inertia 100mm 300mm2 200mum 02/ find Max stress ? 180 AN 40mm 40mm 100mm 40mm 100mm Im Im RP2 End section Mid-span section

Ah G Av E 60° 490 30 Bh B x F x D •METHOD OF JOINTS 20 N Tabulation of forces from Method of Joints: FORCE ACTING |МЕMBERS (N) NATURE DC EC DF GD

CH2- Resultant pat - aohe Acrobat Pre Extended File Edit View Document Comments Forms Tookk Advanced Window Heip M=148 Nmttw Example Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N 250 mm --x 250 mm 250 mm 240 N 125 mm

9:30 AM Ye LTEl [Template] A1. Autumn Semester 2022, B.Tech. (1") Due date: Wednesday, January 12, 2022 COI Q 5. Determine the resultant force on the Gusset Plate. F- 6 kN F-SAN 888 F,-4 kN 888 888 Q 6. Determine the Resultant force F- 300 N and coordinate directions of the resultant force 120 45° F - 500 N Q7. Determine the magnitude of the resultant force at A F- 840 N 6 m Fe-420 N 3 m m 3 m Q8 Determine the magnitude and 2m coordinate direction angles of the resultant force of the two forces acting on the sign at point A. Fe- 400N Fa-400 N 2 Teaching Assistant: Mr. Sumit Rajak Department of Civil Engineering National Institute of Technology, Srinagar, J&K CIT-100 Engineering Mechanics Autumn Semester 2022, B.Tech. (1) Assignment# 01 Instructor: Dr. Fayaz Ahmad Sofi Due date: Wednesday, January 12, 2022 Q 9. Determine the angle e between the two cables. Determine the projected component of the force F= 12 lb acting in the direction of cable AC. Express the result as a 10 ft B…

Reaction forece SFD & BMD Location and size of maximum deflection.

A built up section consists of S 150 x 26 and two channels C 380 x 74 having an I effective length of 6 m. The section is pin-connected at both ends. Use A 572 Grade 50 steel and NSCP Specifications. Сотриче Compute OLUTION: Inertia Are a CIVIL ENGINEERING-STEEL DESIGN ; DOUBLE CHECK YOUR ANSWERS Properties of One channel C 380 x 74 A=9480 mm² d = 381 mm I=168 x 106 mm Tx = 133 mm Slenderness ratio: ly=4.6 x 106 mm x = 20.3 mm A=9480+3250 A = 12730 mm² of 7 = A = 3250 mm² 1₂= 10.8 x 10 mm Ly=0.952 x 106 mm X and y. -√√A 1₂=168 x 106 (2) +0.952 x 106 L=336.952 x 106 mm 123.54 x 106 12730 Y = 98.51 Properties of One S 150 x 26 Ty=22 mm t=18.2 mm 1,= 10.8 x 10+ [4.6 x 106 +9480(73.9)2] 2 18.2 1,= 123.54 x 106 d = 152 mm Tx=57.7 mm Ty = 17.1 mm C380x74 20.3 -73.9-73.9- (s 150x26 -152- 20.3 18.2

This problem is about replacing the loading system acting on the beam shown below by a resultant force and a couple moment at acting at Point O. Oppfz 350 lb-ft 50pff ∙100th £40016 Determine: a) The resultant couple moment (MRO). Provide the direction of rotation (CW or CCW). b) The component of the resultant force in the x-direction (FRx). Provide the direction of the force. c) The component of the resultant force in the y-direction (FRY). Provide the direction of the force.

sorry but where is the BDM? bending moment diagram

Calculate the magnitude and nature of forces in members marked 1, 2, 3 and 4. Assume all member to be pinjointed. ion: ] H C J 4 2 D K E L F 30 t 15t 30 t -6 panels @ 4 m = 24 m- M G Solved Papers T 3m4m BIL

Insert Page Layout References Mailings Review View 20-AA 、市、 Calibri (Body) BIU be x, x Aa - A mat Painter Font Paragraph 1.Determine V&M equations and diagrams 300 Ib 80 lb/ft A to IB 4" 8" Ay Су Shear diagram Moment diagram Words: 97 OType here to search

73% 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and C for this condition. +y 250lb -500lb 10' +x E -250lb 10'- 5'- Fig 4.3 FREE BODY DIAGRAM 250lb C -500lb 10 -250lb 10 tv A Aa W

B Lateral restraint about y-y axis is provided by these beams 1500mm 1500mm FIGURE 06(b) Cross section a-a

Time: 75 minutes Group -B Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is not included. Wu (L.L) Wu (D.L) h b L b h L Fc WuD.L Wu LL bar No. of Fy MPa MPa Name (mm) (mm) (m) kN/m kN/m dia. layers 300 500 6.3 17 8.5 20 Two 28 420

University of Basrah – College of Engineering Department of Civil Engineering Exam: Quiz (1) Subject: Mechanics of Materials Class: 2nd Year Date :26-5-2021 Examiners: Dr. Alaa C. Galeb Time: 40 Minutes. Draw shear force and bending moment diagrams for the beam shown below 4 kN m ,2.0 kN/m B + I m 1 m

View Policies Current Attempt in Progress The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E-200 GPa; 1-370 x 10 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P-62 kN, w - 28 kN/m, LAB - LBC -2.9 m. LCD - 1.9 m. P W TV D C LBC Answer: VCF LAB B mm. LCD

education.wiley.com/wa/U Special Exam - Module 1 Ở 01:13:23 Question 3 of 10 -/10 E View Policies Current Attempt in Progress The two bars are used to support load P. When unloaded, joint Bhas coordinates (0,0). After load Pis applied, joint 8 moves to the coordinate position (-0.59 in. 0.19 in). Assume a15 ft, b-30 ft,c-10 ft, and d- 20 ft. Determine the normal strain in each bar. (2) (1) Answer: EA Epc Attempts: 0 of 1 used Submit Awer Save fur Latet Activate Windows Goto Sen to ectivte Witon 131 pm

2. 5 Va L² ¹ Tva Va Tva Tva Vb 6. Match the appropriate shear (V) and moment (M) diagrams for the loading diagrams shown. The she mome moment diagrams are in a scrambled order. Use the table below to record the letter of the shear and moments diagram that matches the loading diagram. Loading Diagrams Vb Vb W Loading Diagram Shear Diagram (A-E) Moment Diagram (V-Z) Vb W ||||||||| Vb E A B 1 2 Name Shear Diagrams 3 4 V 5 W X N Moment Diagrams

ZAO O "l zain IQ docs.google.com/forms O 0/10 find the tensile stress in upper plate in section 1-1 5 1 4 80 kN 80 kN Q B-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 30 MРа 33 МРа 35 MPа 37 MPa no one 10/10 find the tensile stress in upper plate in section 3-3 +

H.W6: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M diagrams for part BCD A 2m F water 4m G 2m B water HCI E 2m 2m + 2m 12m2r 2m D 4m

3. A plate is held against a horizontal water jet in the horizontal plane as shown. The jet has a diameter of 30 mm and an unknown velocity. A force of 200 N is required to hold the plate in the position. Determine the velocity of flow of the jet just before it hits the plate. What is the discharge? OP W F5 F6 F7 F8 DELL F9 E 200 N F10 F12 PrtScn SysRq Scroll Lock Pause Break

ure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answer

Homework 8: A (20°C) a rigid beam in placed upon the rods shown in figure: Determine the magnitude of uniformly distributed load w (kN/m) so that beam remains horizontal when temperature of steel becomes to (100°C). 1 Steel As 1000mm2, a, = 12 * 10-6 , E, = 200GPA, L = 500mm %3D °C Aluminum Aal 1500mm2, aat = 23 * 10-6 , Eal = 70GPA, L = 300mm %3| Rigid beam w (kN /m) A steel Aluminum 3m 3m

(2 18 4G III. Structural Analysis - 1 Assignment-2 Use the method of joint to determine the Force in all members of next trusses 3 1 من 3 T 4m 60 Ims.ub.edu.sa B. 2t 6m 60 60 E 6m боки akule ₁ 4Ł 10:38 117 60 B * Scanned by TapScanner

fe 1. a b c and d

0000 5 kN B M Identify the ZERO Force members for the truss FG GH KL L D AB BC CD DE ODF НІ OHI ☐UJ JK OLM K J D D BM BL CL ODL E G JF JG JH DK →5 kN 000 { D MA KF EF

19 611 4C members are in tension or compression ಪುಟ 1 Sati PARTY SONG OR GO A GRAD " kund 4 AD SA RI GA

Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to the x-axis is 25 feet 7inches, the effective length with respect to the y axis is 20feet, and the effective length with respect to the z-axis is 20 feet WT12X81 A 23.9 t₁ 1.22 ly 221 d 12.5 k des 1.72 J 9.22 bf 13.0 y 2.70 Cw 43.8 tw 0.705 293