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Psad Flashcards

1
Q

PCD: AXIAL COMPRESSIVE STRESS

A
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2
Q

Bending stress due to pre-stress

A
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3
Q

Bending stress due to applied loads

A
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4
Q

Initial fiber stress at midspan

A
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5
Q

Initial fiber stress at support

A
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6
Q

Steps in cracking moment

A
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7
Q

MCR

A
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8
Q

Stress at Steel

A
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9
Q

Stress at concrete

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10
Q

Steps in analysis of USD

A
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11
Q

Transition formula

A
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12
Q

Still ratio for general relationship between steel ratio and strain

A
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13
Q

For balance condition of rectangular

A
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14
Q

Steel ratio at tension controlled

A
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15
Q

Steps in USD design

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16
Q

Base flange

A
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17
Q

Case 1 formula of T BEAM

A
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18
Q

Case 2 formula of t beam

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19
Q

Steps in designing T beam

A
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20
Q

Double reinforce beam

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21
Q

Alpha in Tied

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22
Q

Phi in tied

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23
Q

Phi in spiral

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24
Q

Alpha in spiral

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25
Q

PO in column

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26
Q

Ultimate in column

A
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27
Q

Size in column using AG

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28
Q

Diameter of core

A
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29
Q

Pitch formula

A
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30
Q

Steps if eccentricity is given

A
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31
Q

Steps for balance condition

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32
Q

Steps in considering pure axial

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33
Q

Steps in locating plastic centroid

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34
Q

Grossyielding

A
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35
Q

Tensile rupture

A
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36
Q

Block shear

A
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37
Q

For staggered

A
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38
Q

Compression member

A
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39
Q

Pinned pinned

A
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40
Q

Pinned fixed

A
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41
Q

Fixed fixed

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42
Q

Fixed free

A
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43
Q

Flexure formula

A
44
Q

Yield moment

A
45
Q

Plastic moment

A
46
Q

Shape factor

A
47
Q

Beam stability

A
48
Q

Steps in compactness

A
49
Q

Welded connections

A
50
Q

FU AND Fy in A36

A
51
Q

A992 fu and fy

A
52
Q

A242 fy and fu

A
53
Q

Bending moment directly proportional to the load (purlins)

A
54
Q

Value of bensing moment
w/o sag rods

A
55
Q

Value of bending moment
w/ one sag rods

A
56
Q

Value of bending moment
w/ two sag rods

A
57
Q

Maximum bending stress

A
58
Q

Maximum longitudinal shearing stress

A
59
Q

Maximum torsional shearing stress

A
60
Q

For least maximum bending moment

A
61
Q

For least shear

A
62
Q

Radius of curvature

A
63
Q

Radius of curvature of rectangle

A
64
Q

Moment given bending stress

A
65
Q

Deflection

A
66
Q

Critical bolt bearing stress

A
67
Q

Critical bolt shearing stress

A
68
Q

Bearing pressure in the bracket

A
69
Q

Deflection due to live load

A
70
Q

Maximum compressive stress

A
71
Q

Maximum tensile stress

A
72
Q

Maximum shearing stress

A
73
Q

Maximum tensile and compressive given moment and eccentricity

A
74
Q

To prevent uplift

A
75
Q

X bar in Righting and Overturning moment

A
76
Q

Soil bearing capacity in uplift

A
77
Q

Active force

A
78
Q

Max shear stress

A
79
Q

Nominal shear strength other code

A
80
Q

Deflection

A
81
Q

Axial STRENGTH

A
82
Q

Moment strength

A
83
Q

Minimum beam width

A
84
Q

Required bearing plate thickness

A
85
Q

Ultimate shear strength of section

A
86
Q

Code to satisfy cross sectional dimension

A
87
Q

Simplified vc w/o axial

A
88
Q

Detailed w/o axial force

A
89
Q

Simplified w/ axial compression

A
90
Q

Nominal shear strength based on shear reinforcement

A
91
Q

Weight of water

A
92
Q

Volume of water

A
93
Q

Weight of cement

A
94
Q

Volume of cement

A
95
Q

Weight of coarse aggregates

A
96
Q

Volume of coarse aggregates

A
97
Q

Volume of fine aggregates

A
98
Q

Weight of fine aggregates

A
99
Q

Total weight of aggregate

A
100
Q

Volume of aggregate

A
101
Q

Effective density of aggregates

A
102
Q

Effective specific gravity of aggregates

A
103
Q

Effective specific gravity

A
104
Q

The bulk volume of the mix

A
105
Q

Theoretical volume of the mix

A
106
Q

Volume of air

A
107
Q

Air voids

A

For formula (4 decks)

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