Steel Design

Question 1

Section for compression design of sections with nonslender elements

Answer 1

Spec section E3

Question 2

Section for compression design of sections with slender elements

Answer 2

Spec section E7

Question 3

Table for shear lag factors for connection to tension members

Answer 3

Table D3.1

Question 4

Table for width to thickness ratios: compression elements members subject to axial compression

Answer 4

Table B4.1a

Question 5

Table for width to thickness ratios: members subject to flexure

Answer 5

Table B4.1b

Question 6

Equation for net area of plates with holes

Answer 6

An = tp ( Wp - ndh + ms^2/(4g))

n = number of holes in failure plane
m = number of gage spaces
dh = nominal bolt hole diameter + (1/8 or 1/16)

Question 7

Equation for net area for structural shapes with holes

Answer 7

An = Ag - tp (ndh + ms^2/(4g))

n = number of holes in failure plane
m = number of gage spaces
dh = nominal bolt hole diameter + (1/8 or 1/16)

Don’t forget U factor where applicable!

Question 8

Failure modes for pin connected members

Answer 8

Tensile rupture, shear rupture, bearing, tension yielding

Question 9

Compression design table for phiFcr

Answer 9

Table 4-22

Question 10

Table for approximate values of effective length factor, K

Answer 10

Table C-A-7.1

Question 11

Alignment chart (for K) sidesway inhibited (braced frames)

Answer 11

Fig. C-A-7.1

Question 12

Alignment chart (for K) sidesway uninhibited (moment frames)

Answer 12

Fig C-A-7.2

Question 13

Section for single angle compression members

Answer 13

Spec section E5

Remember rx = radius of gyration about geometric axis parallel to the connected leg

Question 14

Convert KLx to use in table 4-1 (W-sections) and 4-3 (rectangular hss sections)

Answer 14

KLx / (rx/ry) , compare with KLy, use max

Question 15

Section for base plate design

Answer 15

Part 14

Question 16

Equation for tmin of column baseplate

Answer 16

EQ 14-7a

Question 17

Flexure: Cb for beam segment braced only at one end

Answer 17

Cb = 1.0

Question 18

Flexure: Cb for cantilevers or overhangs where free end is unbraced

Answer 18

Cb = 1.0

Question 19

Flexure Limit states for square or rectangular hss

Answer 19

Yielding, flange local buckling, web local buckling

Question 20

Table for applicable ASTM Specifications for various structural shapes

Answer 20

Table 2-4

Question 21

Table for properties of geometric sections

Answer 21

Table 17-27

Question 22

Cb for simply supported beam with uniform moment

Answer 22

Cb = 1.0

Question 23

Table for beam bearing constants

Answer 23

Table 9-4

Question 24

For composite beam design, which table do you use to find Qn (nominal horizontal shear strength for one headed stud)

Answer 24

Table 3-21

Question 25

In composite steel beam design, how do you calculate Sum Qn?

Answer 25

Sum of shear stud strength between points of maximum and zero moment.

Question 26

Location of PNA for fully composite member

Answer 26

Top of flange (TFL)

Question 27

Limit states for a hanger connection

Answer 27

1. Bolt tension 2. beam web local yielding 3. flange local buckling 4. tensile strength of element carrying load 5. prying action of T or L section

Question 28

Limit states for connection of L shaped tension member to gusset plate with bolts

Answer 28

1. Tension member yield/rupture 2. Tension member block shear 3. Gusset plate whitmore yield 4. Gusset plate block shear 5. Bolt bearing 6. Bolt shear 7. Slip resistance for slip-critical connection

Question 29

Polar moment of inertia of a bolt group

Answer 29

Set all bolt areas = 1, only consider Ad^2

Question 30

Table for single plate one sided shear connections

Answer 30

Table 10-10a