Problem 11.24Figurew3 m3 m1 of 1 >▼Part AW =Determine the maximum uniform loading w the W 310 x 21 beam will support if the allowable bending stress isJallow = 130 MPa and the allowable shear stress is Tallow = 92 MPa.(Figure 1)Express your answer using three significant figures.SubmitIVE ΑΣΦ. It IvecRequest Answer< Return to Assignment Provide FeedbackP Pearson?(~kN/m6 of 6

Draw the free-body diagram of the beam.

Figure 3m 1 of 1 Part A Determine the maximum uniform loading w the W 310 x Jallow = 130 MPa and the allowable shear stress is Tallow (Figure 1) Express your answer using three significant figures. W= Submit 10 ΑΣΦ | 11 Request Answer < Return to Assignment vec 3 Provide Feedback 21 beam will support if the allowable bending stress is = 92 MPa. ? kN/m

Figure 3m 1 of 1 Part A Determine the maximum uniform loading w the W 310 x Jallow = 130 MPa and the allowable shear stress is Tallow (Figure 1) Express your answer using three significant figures. W= Submit 10 ΑΣΦ | 11 Request Answer < Return to Assignment vec 3 Provide Feedback 21 beam will support if the allowable bending stress is = 92 MPa. ? kN/m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Assignment #1: Develop moment-curvature curve in z-z axis Instructions: • Start with the calculation of moment for the curvature that produces the first yield point (&y). Then calculate the moment for 20y, 3¢y, 5 ¢y 10¢y etc., and the plastic moment. • Do not use the value of section moduli provided with section property tables. • Ignore residual stress, strain hardening, and local buckling effects. 35*25*5*5 Dimensions are: depth x width x flange thickness x web thickness Oy= 250 MPa Е 3D 2х105 МPа
The beam is subjected to an internal moment of M = 122 kN.m (Figure 1) Figure 30 mm, C. B 150 mm. M 150 mm 300 mm. 2 4 30 mm 1 of 1 ▼ Part A Determine the bending stress developed at point A. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. A=148 Submit Part B μÁ MPa www Previous Answers Request Answer R= 624 MPa X Incorrect; Try Again; 4 attempts remaining ? Determine the bending stress developed at point B. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension.
The beam is made from four plates and subjected to a shear force of V-26 kN (Figure 1) Figure 0 25 mm 10 3 50 mm 25 mm 50 mm 150 mm 150 mm 50 mm 4 1 of 1 D Part A Determine the maximum shear stress developed in the beam at point A Express your answer to three significant figures and include the appropriate units. Submit Provide Feedback Value Request Answer Units
Figure 4 Part A 100 mm o max HA D Value 150 mm. Submit Request Answer Determine the maximum stress in the beam's cross section. Suppose that M = 90 N.m. (Figure 1) Express your answer to three significant figures and include the appropriate units. Units -30° $24 ? A < B 1 of 1 M
Please draw shear force diagram v(X) and bending moment diagram m(X)
Pls fast hand written solution
Draw shear force and bending moment diagrams P= 1000 N .w = 250 N/cm 5 cm 20 cm Figure 1.2 (not to scale)
For the beam shown in Figure below and values provided below, neatly draw the Shear Force and Bending Moment diagrams, then complete the values in the question as required. Provide answers rounded off to the next whole number - do not include units with your answers. P1=80kN P2=80kN RA=116kN RD=134kN
The beam cross-section shown in the Figure Q6 is subjected to a resultant internal vertical shear force V = 80000 N and moment M = 7000 N*m. For all numerical answers, answer to within 3 decimal places. Note that adatpive marking has been used to consider the method mark. 12 mm 60 mm † 12 mm 80 mm 20 mm y 20 mm Figure Q6: A cross-section of I-beam with given dimensions and resultant vertical shear force V and moment M (a) Determine the overall 2nd moment of area I, of the cross-section with regard to the neutral axis.
The beam in (Figure 1) is made from three boards nailed together as shown. Figure d 20 mm 25 mm ✓ 200 mm M 150 mm 2 20 mm 1 of 1 Part A If the moment acting on the cross section is M = 460 Nm, determine the resultant force the bending stress produces on the top board. Express your answer to three significant figures and include appropriate units. F = Value Submit μA Provide Feedback 3 Request Answer Units ?
7 The Questions Question 4. X Given, B cere RD 26.25 C F = 90 kN, UDL = 40 kN/m UDL The above figure (not drawn to scale) shows a 6 m long beam subjected to a force F and a uniformly distributed load UDL. kN D 補 I»I»I»] Length X = 2m, Length Y= 0.5 m Calculate RB and RD, the vertical reaction forces at the supports. Enter your answers in kilonewtons (kN), correct to 3 decimal places, in the boxes below. RB
Draw shear force and bending moment diagrams. Indicate sign and peak values of internal forces. Use method of sections showing cuts and equations