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

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