Question

Consider the following cross section tiE As A ALL CALCULATION MUST BE PRESENTED BY HAND TO RECEIVE FULL CREDIT Obtain A, b, h,.. and, from the Table 1 assigned to each student. Take clear cover-1.5 in and #3 bar for ties. Note: A-As and As total-As +A' Compute the following the column: a) b) c) Theoretical capacity of the column for pure axial load. Maximum permissible ??? for the column. The balanced axial load and moment capacity of the column and its permissible capacity (reduced by ?)

Answer 1

Here I'm considering some vaules for

fy = 6000 psi

fc= 5250 psi

b= 18 in

h= 18 in

As = 3#8

clear cover = 1.5 in

If you have given any other values, please replace with that values.

Giver dot In As As Substtute the valua 1.0 in 악9.2| ty of Hecla ъ etermine the theorefical Capaci

0 -JS ,-4.24. k Calculate 4heTotal balanced axial 11.) ση书ealumn bale Hence, Balane ai4k