The crane supports a 500 lb load. Find the reactions for each of the two types of supports shown.
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- EYA 98 B/s docs.google.com/forms 100 Papertine J MA Papertine Papertine 45 - ls- das #2: For the Simply supa ted beam having the Sechin Shown and londed partially, Find: 1. Draw the bending moment diagram ? 2. Find the value of the maximum bendig moment Mmak 3. Find the value f the maximum bending stress Vmax ال لعة البطم رات المطع الو ضع المكل والحملة ۱. أسم الر البان لعن اوكماو : Mmax sls! e de i ană fic أوجه تعة أ على إ دإما کے ļ Umax KN/m - 20 Cm 4 1 m. 2 m. 1 m. Neutral 40 cm Axis Beam (AB) Beam Cross- Section ت إضافة ملفure 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 AnswerReactions A and E BD member ABC member CDE member(checking & force summary table)
- 4 - For the beam loading configuration and cross-section shown below, what is the maximum allowable load P given that the maximum allowable stress (in tension and compression) is 120 MPa? PO Р 1.6m PN ż 0.8m 0.8m P80 1.6m Р 30 30 T 10 dimensions in mm beam cross-section (same as problem 3, but inverted)! Required information A 20-mm-diameter rod made of the same material as rods AC and AD in the truss shown was tested to failure and an ultimate load of 150 kN was recorded. Use a factor of safety of 3.0. 1.5 m D В 3 m 3 m 48 kN 48 kN Determine the required diameter of rod AC. The required diameter of rod AC is 31.48 mm.pon 9.18 A steel rodin. in diameter and 25 ft long is subjected to an ace axial tensile load of 15,000 lb. Compute (a) stress ons Lanogsib & new (b) strain (c) total elongation aaste sviesiqmos srit nimmst gaites 900 viss srit .rwoda al
- The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P 20 KN is applied. Sheel E200 GPa L-1 m 2.0 m 0.6m 1.5m P-20 KN Aluminum E-70 GPa A=900mm L-1.5 m What is the axial load at steel rod in KN?Problem A rolled steel joist of I section has the dimensions as shown in. This beam of I section carries a u.d.l. of 40 kN/m run on a span of 10 m, calculate the maximum stress produced due to bending. N -200 mm- 360 mm 10 mm 20 mm A 400 mm 20 mmProblem 1. Consider roller at B as redundant and all supports are rigid, (a) determine the deflection at B as roller B is removed; (b) determine the deflection at B due to upward unit load 1; (c) determine the reaction on the supports 12P kN/m 6P kN/m C 2EI В 3EI 3 m 4.5 m P is second highest number of your student number. Full solutions pls need it for grade, will give a thumbs up P=7
- University of Al-Qadisiyah- Civil Eng. Dept. Lecture 11; Shear design.mp4 Example 1 GIF the rectangular beam given in figure below has been designed for flexure; design the necessary shear reinforcement given that that beam is loaded by a uniformly distributed live load of 25 kN/m and a dead load (including self-weight) of 40 kN/m, take f. = 28 MPа, fyt 3 420 MPа, о 542 mm 600 mm 5020- +300 mm Face of Support 300 mm 7.0 m 44:רן •..Determine the force of the members for the space truss shown in the figure. Joints A and B are supported by ball-and-socket while Joint C is supported by short link along z-axis. Indicate whether member is tension (T) or compression (C). 2m y Sm Az By BX Bz PAR Ax CSXScanned with Ca canner a SISU KN 15m 1 2117Q₂ for for the ystem showing complute The qixah deformation at A, B 4. A=160mm 2 E=90061 5KN/m + ↓ 3m tram obm 15 KN 444=1.5 A=350 6-75 & for B