TMS Flashcards
Modulus of Elasticity, thermal coeff
Chapter 2
Structural member,KL/r<50
Chapter 5 (general limits)
Effective length
5.2.1.1
Compression face of beams must be laterally supported at a maximum spacing of?
b=beam thickness, d= effective depth
5.2.1.2 (32b or 120b^2/d)
Minimum Bearing length of the beams masonry?
(4”) 5.4
Reinforcement Metals accessories and anchor bolts which chapter.
Chapter 6
Development anchorage length clause.
6.1.5
Seismic design requirement
Chapter 7
Masonry allowable strength
(0.45f’m) 8.3.4.2.2
Steel allowable stress?
32 ksi 8.3.3
Shear capacity of masonry
8.3.5.1.2/8.3.5.1.4
Deflection limit on masonry L/??
L/600, TMS 5.2.1.4.1
Masonry is brittle so more stringent requirement than code
Compression face of the masonry beams shall be laterally supported at ________ spacing?
- 32*b
- 120*b^2/d
Minimum size of masonry pier or column?
8 in TMS 5.3.1.1
maxm column slenderness ratio shall be <99
In masonry pier/column the spacing of vertical ties
- 16 times bar diameter
- 48 times lateral ties
- minimum cross section of column
TMS 5.3.1.4
Span length of beam considering supports?
5.2.1.1.1
Clear span+depth of the beam<less than distance between support
le+h<le+bearing length
Shear capacity of CMU masonry?
8-22
Fv=(Fvm+Fvs)*gamma_g
gamma_g=0.75 for partially grouted and 1 for fully grouted.
Strength reduction factor(phi)?
in which section
9.1.4
Icr and Mcr values in which chapter?
Equation 9-30
