s after the decimal po200mmb18010300mmL2Joint Db18010L1"pdoubleARshearb180106003-1892615B50mmb18010- 30mmb180106003-18926151A frame is given above and an external load R is applied at point C. Pin connectionJoint Bb18010b180106003- 18926151126dgb1801000sCalculate the maximum normal stress for member BD by taking into account the reduced sectional areas at the pin connections.b180106003- 18926151126(dD= 8mm,singleshearb18010b180108003-18926151126at Dis in double shear, B is in single shear.b180106003-18926151126b180106003 15112624,05 MPaAb180101892615112631,37 MPab180106003 -189261511261892615112601000s-1892615112637,04 MPab180108003-18926151126b18010 8281892615112643,73 MPabi8010b180108003- 18928151126b180106003-1892615112618926151126b180106003- 18926151126b180100003-18926151126b180106003- 18926151126b180100003-18926151126b18010b180108003-18926151126b180108003-18926151126b18010

Given data: External load R=45 kN applied at 'C'. Diameter of pins 'B' and 'D': dB=13 mm ; dD=8 mm.…

A frame is given above and an external load R is applied at point C. Pin connection at D is in double shear, B is in single shear. Note: Please round your numbers to two significant figures after the decimal point and take pi as 3.14 Calculate the maximum normal stress for member BD by taking into account the reduced sectional areas at the pin connections. (dD= 8mm, 8= 13mm, LI=120mm, L 12= 320mm, R= 45KN) 20151126 10bs-1151126 20151126 20151126

A frame is given above and an external load R is applied at point C. Pin connection at D is in double shear, B is in single shear. Note: Please round your numbers to two significant figures after the decimal point and take pi as 3.14 Calculate the maximum normal stress for member BD by taking into account the reduced sectional areas at the pin connections. (dD= 8mm, 8= 13mm, LI=120mm, L 12= 320mm, R= 45KN) 20151126 10bs-1151126 20151126 20151126

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

Answer the following:
part1and2
Given that, h = [0.1a] m, P = [10a] kN,-4 2 A1 =A2 =A3=2x10 m,E1=E2=E3=2x105 MPa,α=30°.Allthejoints in the frame are pinned connected in Figure 6.Calculate normal stresses in all the rods.
FN= 104 kN SN= 50 mPa
Q2: The compression member shown in Figure below is pinned at both ends and supported in the weak direction. A service dead load of 150 kips and a service live load 250 kips must be supported. Use Fy = 50 ksi and select the lightest W-shape. 王江 14' 14 12' 12
A 20 mm diameter bett having a diameter at the toot ef the thread of 18.6 mm is used to fasten two timbers as shown in the figure The nut is tightened to cause a tensile lnd Ind on the bolt of 34 kN, Determine: a) Chearing Stress in the head of the bott b) the shearing stress in the threads C) The putside diameter of the warher if the inside dioneter is 28mm and the bearing stress is limited to G MPa. 12 mm 16 mm
Calculate the shearing stress in pin A of the bulldozer if the total forces acting on the blade are as shown in the figure. Note that there is a 14 in. diameter pin on each side of the bulldozer. Each pin is in single shear. Ans. T = 2.83 ksi. 1-10.
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft, Lac = 2 ft, Lcp = 4 ft, LDE = 4 ft, Pc= 1850 lb, PE = 2160 lb, WAB = 830 lb/ft, b1 = 10 in., b₂ = 2 in., b3 = 6 in., d₁ = 2 in., d₂ = 11 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress o at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Answers: (a) OT = (b) oc= i i WAB LAB B Pc LBC b₁ b3 C LCD -b₂ psi. psi. D d₁ LDE d₂ d3 PE E X
1-Two rivets holds three sheets of steel together, and is loaded as shown below. If the maximum average shear stress allowed for the material is 250 MPa, and factor of safety 4 is required by the design standards, find the minimum rivets diameter. 20 kN 10 kN 10 kN
ASAP
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 9 ft, LBc = 2 ft, LcD = 3 ft, LoE = 2 ft, Pc = 1920 Ib, PE = 2070 Ib, wAB = 810 Ib/ft, b1 = 8 in., b2= 2 in., b3= 6 in., dz = 2 in., d2= 11 in., d3= 2 in. Consider the entire 16-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. PC PE WAB B |C D E LAB LBC LCD LDE b1 d |d2 - bz dz bz Answers: (a) or = i psi. (b) oc psi.
In the given figure, support A is a roller and support B is a pin support. If P=15 kips, calculate the 1) vertical reaction at A, 2) vertical reaction at B, 3) horizontal reaction at B P 6 kips 6 kips В 6 ft – 3 ft 2 ft ' 2 ft