1
Q
PCD: AXIAL COMPRESSIVE STRESS
A
2
Q
Bending stress due to pre-stress
A
3
Q
Bending stress due to applied loads
A
4
Q
Initial fiber stress at midspan
A
5
Q
Initial fiber stress at support
A
6
Q
Steps in cracking moment
A
7
Q
MCR
A
8
Q
Stress at Steel
A
9
Q
Stress at concrete
A
10
Q
Steps in analysis of USD
A
11
Q
Transition formula
A
12
Q
Still ratio for general relationship between steel ratio and strain
A
13
Q
For balance condition of rectangular
A
14
Q
Steel ratio at tension controlled
A
15
Q
Steps in USD design
A
16
Q
Base flange
A
17
Q
Case 1 formula of T BEAM
A
18
Q
Case 2 formula of t beam
A
19
Q
Steps in designing T beam
A
20
Q
Double reinforce beam
A
21
Q
Alpha in Tied
A
22
Q
Phi in tied
A
23
Q
Phi in spiral
A
24
Q
Alpha in spiral
A
25
PO in column
26
Ultimate in column
27
Size in column using AG
28
Diameter of core
29
Pitch formula
30
Steps if eccentricity is given
31
Steps for balance condition
32
Steps in considering pure axial
33
Steps in locating plastic centroid
34
Grossyielding
35
Tensile rupture
36
Block shear
37
For staggered
38
Compression member
39
Pinned pinned
40
Pinned fixed
41
Fixed fixed
42
Fixed free
43
Flexure formula
44
Yield moment
45
Plastic moment
46
Shape factor
47
Beam stability
48
Steps in compactness
49
Welded connections
50
FU AND Fy in A36
51
A992 fu and fy
52
A242 fy and fu
53
Bending moment directly proportional to the load (purlins)
54
Value of bensing moment
w/o sag rods
55
Value of bending moment
w/ one sag rods
56
Value of bending moment
w/ two sag rods
57
Maximum bending stress
58
Maximum longitudinal shearing stress
59
Maximum torsional shearing stress
60
For least maximum bending moment
61
For least shear
62
Radius of curvature
63
Radius of curvature of rectangle
64
Moment given bending stress
65
Deflection
66
Critical bolt bearing stress
67
Critical bolt shearing stress
68
Bearing pressure in the bracket
69
Deflection due to live load
70
Maximum compressive stress
71
Maximum tensile stress
72
Maximum shearing stress
73
Maximum tensile and compressive given moment and eccentricity
74
To prevent uplift
75
X bar in Righting and Overturning moment
76
Soil bearing capacity in uplift
77
Active force
78
Max shear stress
79
Nominal shear strength other code
80
Deflection
81
Axial STRENGTH
82
Moment strength
83
Minimum beam width
84
Required bearing plate thickness
85
Ultimate shear strength of section
86
Code to satisfy cross sectional dimension
87
Simplified vc w/o axial
88
Detailed w/o axial force
89
Simplified w/ axial compression
90
Nominal shear strength based on shear reinforcement
91
Weight of water
92
Volume of water
93
Weight of cement
94
Volume of cement
95
Weight of coarse aggregates
96
Volume of coarse aggregates
97
Volume of fine aggregates
98
Weight of fine aggregates
99
Total weight of aggregate
100
Volume of aggregate
101
Effective density of aggregates
102
Effective specific gravity of aggregates
103
Effective specific gravity
104
The bulk volume of the mix
105
Theoretical volume of the mix
106
Volume of air
107
Air voids
For formula
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Decks in class (4)
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