Question 10 1 Point Calculate the major axis (y-y) moment capacity of a 254x146x37UB S275 assuming full lateral restrain

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Question 10 1 Point Calculate The Major Axis Y Y Moment Capacity Of A 254x146x37ub S275 Assuming Full Lateral Restrain 1 (243.79 KiB) Viewed 32 times

Question 10 1 Point Calculate the major axis (y-y) moment capacity of a 254x146x37UB S275 assuming full lateral restraint (e.g. 500 kNm). Do not type the units in your answer. McRd = Blank 1 kNm Blank 1 Add your answer Question 11 1 Point Calculate the minor axis (z-z) axial flexural buckling capacity of a 152x152x30UC S275 assuming an effective length, LLTB=4.00 m Just write the number in the answer box - round up/down to the nearest whole number NbRd = Blank 1 KN Blank 1 Add your answer