Rees_Permit_Railing Engineering_Glass (2)LONGITUDE
ONE TWENTY-'
ENGINEERING & DESIGN
Structural Package for
Glass GuardRail Design
American Rail works
Project no: S181123-3
January 10, 2019
08
.1 1 2.00
.07 2.20
1.48
07
2.53
.65
1.53 58
2.01
2.69
2.50
PROPRIETARY AND CONFlDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
AMERICAN RAILWORKS. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF
AMERICAN RAILWORKS IS PROHIBITED.
TITLE
BREADEOAF TOP RAIL
GLASS
1.50
.77
.44
R.04 .50
06 TYP
R.02
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
AMERICAN RAILWORKS. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF
AMERICAN RAILWORKS IS PROHIBITED.
TITLE
GLASS BOTTOM CH AN N E
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN
.50
.77
.44
R.04 .50
06 TYP
R.02
2 20
I 1 2.00 .07 - -
�� 1.48 2.53
V53 -I 2.69 58
2.50 - j
K.0
3 3
4 4
0 0
12
42
OFFSET PLATE: 6X8X2"
52
3 y
4 3
II � 4 1
0
0
O
i 41
MID -PATE: 6X6Xz"
NOTES: TITLE
EDGE CLEARANCE FOR ALL
PLATES = FASTENER
DIAM, x2
WOOD FASCIA: LAG
DRAWN BY: JM
REV, DATE; 8/24/18
FOR
k x4
7ADED
I,),
V.
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN
Y
X
72
144
•
216
4 4 71*7 71017
Member Length (in) Displayed
Envelope Only Solution
L120 Engineering SK - 4
American Railworks - Catalog details (Glass) Jan 10, 2019 at 9:23 PM
GlassGuardRail. r3d
Y
Z X
Member Length (in) Displayed
Loads: BLC 1, DL
Envelope Only Solution
L120 Engineering
SK-5
American Railworks - Catalog details (Glass) Jan 10, 2019 at 9:24 PM
GlassGuardRail.r3d
Y
Z X
Member Length (in) Displayed
Loads: BLC 5, LL4
Envelope Only Solution
L120 Engineering
SK-8
American Railworks - Catalog details (Glass) Jan 10, 2019 at 9:25 PM
GlassGuardRail.r3d
Member Length (in) Displayed
Loads: BLC 7, LL6
Envelope Only Solution
L120 Engineering
SK-9
American Railworks - Catalog details (Glass) Jan 10, 2019 at 9:26 PM
Gla,,GuardRail. r3d
Company L120 Engineering Jan 10, 2019
11RISA
Designer Checked
PM
ke
Job Number Checked By:_
Model Name American Railworks - Catalog details (Glass)
Aluminum Properties
I ahal F rkeil rkeil IVn Tharm / rlaneitvr Tahla R A kt Phirkeil Fturkeil Frvrkeil Fsnrkeil Rt
1
3003-H 14
10100
3787.5
.33
1.3
.173
Table B....
1
19
16
13
12
1 141
2
6061-T6
10100
3787.5
.33
1.3
.173
Table B....
1
38
35
35
24
141
3
6063-T5
10100
3787.5
.33
1.3
.173
Table B....
1
22
16
16
13
141
4
6063-T6
10100
3787.5
.33
1.3
.173
Table B....
1
30
25
25
19
141
5
5052-H34
10200
3787.5
.33
1.3
.173
Table B....
1
34
26
24
20
141
6
6061-T6 W
10100
13787.5
.33
1.3
.173
Table B....
1
24
15
15
15
141
Aluminum Section Sets
I �hol Chino T,m rlo inn 1 ic+ KA.+ori�l nl inn R A rin91 Ivv rinAl 1— rinAl I rinAl
1
ToP Rail
2.69x2.2Bread loaf Glass
Beam
IRectangular Tub...
6063-T5
Typical
1 1.394
.675
1.177
1.177
2
Post
RT2X2X0.125
Column
IRectangular Tub ...
6061-T6
Typical
1 .938
.552
.552
.824
3
Bottom Rail
BotRail l .5x1.25Glass
Beam
I AA Wide Flange
6063-T5
Typical
1 .287
.027
.088
.0002834
Basic Load Cases
RI r rleerrintinn C.+ennui Y (,rwi+v V (Zrrovifii 7 (,r—Aiii Inin+ Pnin+ rlicfrihi.f.,AAr IRA. Siirf.re/Pi.f.AA/.III
1
DL
None
-1
7
2
LL1
None
4
3
LL2
None
4
4
LL3
None
4
5
LL4
None
7
6
LL5
None
4
7
LL6
None
3
8
LL7
None
1
9
BLC 1 Transient Ar...
None
91
10
BLC 5 Transient Ar...
I None
91
Load Combinations
rleerrintinn Cnl Pn CR RI r: Fart RI r` Fart RI r` Fart RI r` Fart RI r Fart RI r Far+ RI r Fart RI r Fart RI r Fart RI r Fart
1
DL+LL1
Yes
Y
1
1
2
1
2
DL+LL2
Yes
Y
1
1
3
1
3
DL+LL3
Yes
Y
1
1
4
1
4
DL+LL4
Yes
Y
1
1
5
1
5
DL+LL5
Yes
Y
1
1
6
1
6
DL+LL6
Yes
Y
1
1
7
1
7
DL+LL7
Yes
Y
1
1
8
1
4-
RISA-3D Version 16.0.1 [C:\... \... \... \... \... \... \American Railworks - G1assRai1\G1assGuardRai1.r3d] Page 1
Beam: M189
Shape: 2.69x2.2Breadloaf Glass
Material: 6063-T5
Length: 72 in
I Joint: N29
J Joint: N31
Envelope
Code Check: 0.701 (LC 1)
Report Based On 97 Sections
A
T
fa
-.003 at 0 in
-.013at0in
Oat0in
Oat0in
�7
r
ks i
1.397 at 36 in
.341 at 36 in
Dz in
0 at 72 in
Dy in
150 at 72 in
Vy lb
-150 at 0 in
128.456 at 72 in
Vz lb
-128.456 at 0 in
300 at 36 in
My I
Mz � lb-f
-347.957 at 36 in
If(Y) �t,
4.112at36in
Wksi f(z) 44
-4.112 at 36 in
6.801 at 36 in
J100 ksi
-6.801 at 36 in
AA ADM1-15: ASD - Building Code Check
-- Pu was ignored in the calculation of the unity check --
Max Bending Check 0.701 (LC IVjax Shear Check 0.044 (z) (LC IlMax Defl Ratio L/440
Location 36 in Location 0 in Location 36 in
Equation H.1-1 Span 1
Slender.
Slender.
Gov
y-y
z-z
Limit
Ratio
Eqn
Lb 72 in
72 in
XI
X 2
X
KL/r 103.446
78.34
Pnt/om 13517.576 lb
D.2-1
L Comp Top
72 in
Pnc/om 6689.411 lb
98.9
103.4
E.2-1
L Comp Bot
72 in
Mny/om 496.088 lb-ft
25.6
49.8
17.2
113.5.4.2
Torque Length
72 in
Mnz/om 707.446lb-ft
25.6
49.8
13.7
B.5.4.2
Taub
1
Vny/om 3698.036lb
43.6
96
17.2
G.1-1
Cb
1
Vnz/om 2899.782lb
43.6
96
13.7
G.1-1
Y
X
:A RI
Member Length (in) Displayed
Envelope Only Solution
L120 Engineering SK - 14
American Railworks - Catalog details (Glass) I Jan 10, 2019 at 9:46 PM
GlassGuardRail.r3d
Beam: M32
Shape: BotRai11.5x1.25Glass
Material: 6063-T5
Length: 48 in
I Joint: N5
J Joint: N6
Envelope
Code Check: 0.997 (LC 4)
Report Based On 97 Sections
A
T
fa
— lb
.265 at 24 in
Dy in
56.25 at 48 in
Vy L
Ib
-56.25 at 0 in
65.625 at 24 in
012 at 0 in
I b-f
Mz � lb-fi
— ksi
6.712at24in
f(y)*#w * ksi
-6.712 at 24 in
.009 at 24 in
Dz in
0 at 48 in
.689 at 48 in
Vz - lb
-.689 at 0 in
My 1
-.689 at 24 in
.191 at 24 in
f(z) ksi
-.191 at 24 in
AA ADM1-15: ASD - Building Code Check
Max Bending Check 0.997 (LC 4)ax Shear Check 0.102 (y) (LC Vax Defl Ratio L/184
Location 24 in Location 48 in Location 24 in
Equation H.1-1 Span 1
Slender
Limit
Pnt/om 2783.03lb
Pnc/om 601.78lb
Mny/om 48.561 lb-ft
6.7
Mnz/om 66.799lb-ft
Vny/om 549.818lb
43.6
Vnz/om 916.364lb
43.6
Slender.
Gov
Ratio
Eqn
? 2
�.
D.2-1
98.9
156.5
E.2-1
29.4
9.4
B.5.5.2
98.9
87.4
FA
96
21.8
G.1-1
96
19.8
G.1-1
y-y z-z
Lb 48 in 48 in
KL/r 156.495 86.684
L Comp Top 48 in
L Comp Bot 48 in
Torque Length 48 in
Taub 1
Cb 1.155
Y
X
56
144
216
Member Length (in) Displayed
Envelope Only Solution
L120 Engineering SK - 19
American Railworks - Catalog details (Glass) Jan 10, 2019 at 9:58 PM
GlassGuardRail.r3d
Company L120 Engineering Jan 10, 2019
11RISA
Designer Checked
PM
ke
Job Number Checked By:_
Model Name American Railworks - Catalog details (Glass)
Aluminum Properties
I ahal F rkeil rkeil IVn Tharm / rlaneitvr Tahla R A kt Phirkeil Fturkeil Frvrkeil Fsnrkeil Rt
1
3003-H 14
10100
3787.5
.33
1.3
.173
Table B....
1
19
16
13
12
1 141
2
6061-T6
10100
3787.5
.33
1.3
.173
Table B....
1
38
35
35
24
141
3
6063-T5
10100
3787.5
.33
1.3
.173
Table B....
1
22
16
16
13
141
4
6063-T6
10100
3787.5
.33
1.3
.173
Table B....
1
30
25
25
19
141
5
5052-H34
10200
3787.5
.33
1.3
.173
Table B....
1
34
26
24
20
141
6
6061-T6 W
10100
13787.5
.33
1.3
.173
Table B....
1
24
15
15
15
141
Aluminum Section Sets
I �hol Chino T,m rlo inn 1 ic+ KA.+ori�l nl inn R A rin91 Ivv rinAl 1— rinAl I rinAl
1
ToP Rail
3.Ox1.5Rect Glass
Beam
IRectangularTub...
6063-T5
Typical
1 .951
.257
.96
.701
2
Post
RT2X2XO.125
Column
IRectangular Tub ...
6061-T6
Typical
1 .938
.552
.552
.824
3
Bottom Rail
BotRail l .5x1.25Glass
Beam
I AA Wide Flange
6063-T5
Typical
1 .287
.027
.088
.0002834
Basic Load Cases
RI r rleerrintinn C.+ennui Y (,rwi+v V (Zrrovifii 7 (,r—Aiii Inin+ Pnin+ rlicfrihi.f.,AAr IRA. Siirf.re/Pi.f.AA/.III
1
DL
None
-1
8
2
LL1
None
5
Onny-
3
LL2
None
5
4
LL3
None
5
5
LL4
None
8
6
LL5
None
5
7
LL6
None
4
8
LL7
None
1
9
BLC 1 Transient Ar...
None
101
10
BLC 5 Transient Ar...
I None
101
Load Combinations
rleerrintinn Cnl Pn CR RI r: Fart RI r` Fart RI r` Fart RI r` Fart RI r Fart RI r Far+ RI r Fart RI r Fart RI r Fart RI r Fart
1
DL+LL1
Yes
Y
1
1
2
1
2
DL+LL2
Yes
Y
1
1
3
1
3
DL+LL3
Yes
Y
1
1
4
1
4
DL+LL4
Yes
Y
1
1
5
1
5
DL+LL5
Yes
Y
1
1
6
1
6
DL+LL6
Yes
Y
1
1
7
1
7
DL+LL7
Yes
Y
1
1
8
1
4-
RISA-31D Version 16.0.1 [C:\... \... \... \... \... \... \American Railworks - GlassRail\GlassGuardRail.r3d] Page 1
Beam: M189
Shape: 3.Ox1.5Rect_Glass
Material: 6063-T5
Length: 56 in
I Joint: N29
J Joint: N31
Envelope
Code Check: 0.982 (LC 1)
Report Based On 97 Sections
A
T
fa
-.002 at 0 in
-.011 at 0 in
Oat0in
Oat0in
1.036 at 28 in
Dy
.4 at 28 in
Dz in
in Oat56in
116.667 at 56 in 119.069 at 56 in
lb Vy lb Vz lb
-116.667 at 0 in-119.069 at 0 in
233.333 at 28 in
My lb
I b-f
Mz z lb-f
-258.771 at 28 in
9.062 at 28 in
4.375 at 28 in
— ksi f(y) ksi f(z) 411000.
ksi
-4.375 at 28 in
-9.062 at 28 in
AA ADM1-15: ASD - Building Code Check
-- Pu was ignored in the calculation of the unity check --
Max Bending Check 0.982 (LC Agax Shear Check 0.092 (z) (LC lVax Defl Ratio L/593
Location 28 in Location 56 in Location 28 in
Equation H.1-1 Span 1
Slender.
Slender.
Gov
Limit
Ratio
Eqn
kI
k2
X
Pnt/om 9221.818lb
D.2-1
Pnc/om 4208.363lb
98.9
107.7
E.2-1
Mny/om 263.39 lb-ft
25.6
49.8
31.3
B.5.4.2
Mnz/om 517.172lb-ft
25.6
49.8
14.7
B.5.4.2
Vny/om 2859.055lb
43.6
96
31.3
G.1-1
Vnz/om 1288.145lb
43.6
96
14.7
G.1-1
y-y
z-z
Lb 56 in
56 in
KL/r 107.724
55.737
L Comp Top
56 in
L Comp Bot
56 in
Torque Length
56 in
Taub
1
Cb
1
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN
LONGITUDE
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT
SUBJECT
PROJECT NO. SHEET NO.
DATE
Table 2.3.2 Frequently Used Load Duration 2.3.5 Format Conversion Factor, Kr- (LRFD
Factors, C., Only)
Load Durntioa
f'v
Typical Design Loads
Permanent
0.9
dead Load
Ten years.
1.0
Occupancy Livc Load
Twu mouths
1.15
Snow Load
SCVCn days
125
Cervitrtiction LAad
Ten minutes
1.6
itiindlEardNuakc Lord
Imnact-
2_0
Irmact Load
1 Load dursnon Factors shaLl not app y to n Ierenoe modulus orelastici-
ty, r, re11— modulus of oL.Akay for bemn and column stability,
1 , nor m mkmnce compression perrc,edimlar In gram design slues,
! � based on a deforms b— h-it.
2_ Load doo-arron factors -ter than 1.6 shall not apply m s ructural
memh— pressLLrc-treated pith water -home presrnau— I— ItcFcr-
- 30). or fire miardI nt ch—kah. The impact load duration fartnr
shal] not appLy in cenncnions
2.3.3 Temperature Factor, Ct
Reference design values shall be multiplied by the
temperature factors, C,, in Table 2.3.3 for structural
members that will experience sustained exposure to ele-
vated temperatures up to 150aF (see Appendix C)_
F*-X!JrM-L? i=1Tri=•i�Tit7
The effects of fire retardant chemical treatment on
strength shall be accounted for in the design_ Adjusted
design values, including adjusted connection design
values, for Iumber and structuraI glued laminated timber
pressure -treated with fire retardant chemicals shall be
obtained from the company providing the treatment and
iedrying service. Load duration factors greater than 1.6
shall not apply to structural members pressure -treated
with fire retardant chemicals (see Table 2.3.2)_
Table 2.3.3 Temperature Factor, C,
For LRFD, reference design values shall be multi-
plied by the format conversion Factor, Ki:, specified in
Table 2.3.5_ The format conversion factor, Kl, shall not
apply for designs in accordance with ASD methods
specified herein_ Q
2.3.8 Resistance Factor, 0 (LRFD Only) M
C
For L.12FD, reference design values shall be multi-
plied by the resistance factor, 0, specified in Table 2.3.6. C—
The resistance factor, 0, shall not apply for designs in Ln
accordance with ASD methods specified herein_
2.3.7 Time Effect Factor, ;k, (LRFD Only)
c
For LRFD, reference design values shall be multi-
plied by the time effect factor, 7 specified in Appendix
N_3.3. The time effect factor, }_, shall not apply for de- XP
signs in accordance wwith ASD methods specified herein. 3
3
m
Reference design In-ServiLe C'i
\'xlues MoNtu re
Conditions' TS'.UMIF 1011aFaT5125°F 12S°F¢T51510°F
F,, E, E.,ma WeL cr Dry 1.0 0.9 0.9
Ft F,., Fes, and F_ Dry 1.0 0.9 0.7
Wet 1.0 0.7 0.5
1. Wei and dry scry corditions far sawn lumber, sirirctirral glued Janroneled timber, pmfabncamed wood I -join, stmcl a !.
conrposiw Jumbo, wood s1—nnal pan k and cross-larnmatrd tvnbR are sic ifled in 4.1 _a, S. 1.4, 7.1.4, $. ] .4, 9.3.3, and
ti}. L.5 msj a to ly.
L120 ENGINEERING & DESIGN
LONGITUDE
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT
SUBJECT
PROJECT NO. SHEET NO.
Tab" 12.2A Lag screw Reference Withdrawal Design Values, Wl
DATE
Tabulated withdrawal design values (W) are in pounds per inch id thread penetration into side grain of wood member_
length of thread penetration in rosin member shall nut include the length 4of the tapered tip {see
Specific
Gravity.
Lag Screw Diameter, D
G2
1141,
5)16"
318"
7116"
112"
Sig"
314"
' 8'.
11,
1-118"
1-114"
0.73
397
469
538
604
669
789
905
1016
1123
1226
1327
0.71
Ml
450
516
579
640
757
869
974
1077
I176
1273
0_69
357
422
484
A3
600
709
S13
913
1009
1103
1193
D_67
349
413
473
531
5$7
694
796
893
987
107E
1167
0_59
281
332
381
42S
473
559
641
719
795
869
940
D_55
2&0
307
352
395
437
516
592
664
734
802.
869
0.51
23`'
174
314
353
390
461
529
593
656
716
775
D_50
225
766
305
342
378
447
513
576
636
1595
752
0.49
219
15fS
296
332
367
434
499
559
617
674
730
D_47
205
242
278
312
345
409
467
525
580
634
696
0.46
199
135
269
302
334
395
453
SIDS
562
613
664
t}_44
186
22()
252
2$3
312
369
423
475
525
574
621
0_43
179
212
243
273
302
357
409
459
50S
554
600
D_42.
173
205
235
264
291
344
395
443
490
535
579
0_41
167
198
_"6
25.1
281
332
381
428
473
516
559
D_40
161
190
'18
245
271
320
367
412
455
497
538
0.39
15a
183
210
236
261
308
353
397
439
479
518
D_39
149
t76
202
227
251
296
340
3131
422
461
498
0.37
143
169
194
218
241
295
326
367
405
443
.179
Q_36
137
I63
186
209
231
273
313
352
399
425
460
0.35
132
156
179
200
222
262
300
337
373
407
.141
t}_31
110
130
149
167
185
218
250
281
311
339
367
I t
-it6d-11
V- 4AL
W.
18e 9CSLro.'CMlf3LCtIORS
5h.11
b—it-1-d
bL all II Ia
bI 9dn SILC—t
f9Ct 10515[C
ILb 11 I IAI1.
2. tip—ifw _g—ity.6, ac wda —th Iehlc 1233A.
12.2.3.2 For calculation of the fastener reference
withdrawal design value in pounds, the unit reference
withdrawal design value in IWin_ of fastener penetra-
tion from 12,2.3.1 shall he multiplied by the length of
fastener penetration, p,, into the wood member_
12.2.3.3 The reference withdrawal design value, in
lbs.+in_ of penetration, for a single post -frame ring shank
nail driven in the side grain of the main member, with
the nail axis perpendicular to the wood fibers, shall be
determined from Table 12.217 or Equation 12.2-4, with-
in the range of specific gravities and nail diameters giv-
en in Table 12.2D_ Reference withdrawal design values,
, shall be muItiphed by all applicable adjustment fac-
tors (see Table 1 L_3_1) to obtain adjusted withdrawal
design values, W
W = 1800 G-2 D (I 2.2A )
12.2.3.4 For calculation of the fastener reference
withdrawal design value in pounds, the unit reference
withdrawal design value in lb -din. of ring shank pene-
tration from 12.2.3.3 shall he multiplied by the length
of ring shank penetration, p„ into the wood member_
12.2.3.5 Nails and spikes shall not be loaded in
withdrawal from end grain of wood (C,,--0_0)_
12.2.3.6 Nails, and spikes shalI not be Inaded in
withdrawal from end -grain of laminations in cross -
laminated timber (Cep 0.0)_
12.2A Drift BoRts and Drift Pins
Reference withdrawal design value&, W, for con-
nections using drift bolt and drift pin connections shall
be determined in accordance with 1 1 .1 .1.3_
Q
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L120 ENGINEERING & DESIGN
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN
PROJECT
LONGITUDE SUBJECT
ONE TWENTYO
ENGINEERING & DESIGN
PROJECT NO. SHEET NO.
DATE
L120 ENGINEERING & DESIGN