moment and shear tables 8 inch High strength precast & prestressed concrete lintels
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1 moment and shear tables 8 inch High strength precast & prestressed concrete lintels March 2007
2 Corporate Policy Cast-Crete is the largest manufacturer of precast and prestressed concrete U-lintels in the nation. We produce engineered products for the residential, commercial and institutional construction industry. Every concrete products producer in America claims to sell quality products at competitive prices, and to back up all orders with superior service. Cast-Crete also has these policies. But we say it this way: 1. QUALITY: Cast-Crete guarantees that every lintel and sill it sells meets or exceeds all known federal, state, and local strength and quality specifications. Should tests prove any failure to meet such specifications, Cast-Crete, at its own expense, will replace IN THE WALL all units supplied to the job. 2. SERVICE: Cast-Crete guarantees delivery as promised on every lintel and sill order on the agreed delivery date. If we fail to perform on any guaranteed delivery, Cast-Crete will pay the customer for any resulting unproductive labor charges. Money talks. We don t claim to be perfect. But if you lose through our failure, you can look to us to pay the bill. 3. GUARANTEE: Cast-Crete s lintels and sills are guaranteed against any and all defects in workmanship and/or materials for the lifetime of the structure into which they are properly installed. PAGE 1
3 table of Contents The following allowable moment and shear tables are intended for the use by qualified design professionals to assist in the evaluation of concentrated loads on Cast-Crete precast lintels. These tables should be used in conjunction with the Cast-Crete Safe Load Tables for High Strength Precast & Prestressed Concrete Lintels brochure for specifications and installation instructions. The following is a description of the contents of this brochure. Page 3 Page 5 Page 7 Page 8 Safe allowable moment and shear tables resisting superimposed GRAVITY loads for 8" Precast and Prestressed U-Lintels. Safe allowable moment and shear tables resisting superimposed UPLIFT loads for 8" Precast and Prestressed U-Lintels. Safe allowable moment and shear tables resisting superimposed LATERAL loads for 8" Precast and Prestressed U-Lintels. Safe allowable moment and shear tables resisting superimposed GRAVITY loads for 8" Precast w/2' Recess U-Lintels. Page 9 Safe allowable moment and shear tables resisting superimposed UPLIFT loads for 8" Precast w/2" Recess U- Lintels. Page 10 Page 11 Safe allowable moment and shear tables resisting superimposed LATERAL loads for 8" Precast w/2" Recess U-Lintels. Example Problem Plan, elevation, and section of a 17'-4" composite prestress lintel. Beam loading model showing the concentrated load and uniform loads w/ calculations arriving at the maximum service moment and shear and comparing these values to the allowable moment and shear. WARNING THE DESIGNER IS CAUTIONED THAT THESE TABLES APPLY TO CAST-CRETE PRECAST AND PRESTRESSED LINTELS ONLY. WHEN THE DESIGNER USES THESE TABLES TO EVALUATE CONCENTRATED LOADS, CAST-CRETE RECOMMENDS THAT THE CONSTRUCTION DOCUMENTS EXPLICITLY SPECIFY THE USE OF CAST-CRETE LINTELS WITH NO SUBSTITUTIONS ALLOWED. THE SUBSTITUTION OF LINTELS MANUFACTURED BY OTHER THAN CAST-CRETE MAY RESULT IN A DEFICIENT DESIGN AND AN UNSAFE STRUCTURE. PAGE 2
4 8 inch lintel Allowable service moments(ft-lb) Type 8U8 2' 10" (34") PRECAST ' 6" (42") PRECAST ' 0" (48") PRECAST ' 6" (54") PRECAST ' 4" (64") PRECAST ' 10" (70") PRECAST ' 6" (78") PRECAST ' 6" (90") PRECAST ' 4" (112") PRECAST ' 6" (126") PRECAST ' 4" (136") PRECAST ' 0" (144") PRECAST ' 4" (160") PRECAST ' 0" (168") PRECAST ' 8" (176") PRESTRESSED NR 15' 4" (184") PRESTRESSED NR 17' 4" (208") PRESTRESSED NR 19' 4" (232") PRESTRESSED NR 21' 4" (256") PRESTRESSED NR 22' 0" (264") PRESTRESSED NR 24' 0" (288") PRESTRESSED NR gravity 8F8-0B 8F12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B (16) (17) (18) (46) (48) (19) (19) (16) (17) (18) (46) (18) (19) (19) (16) (17) (18) (46) (19) (19) (19) (16) (17) (18) (46) (19) (19) (19) (16) (17) (18) (46) (19) (19) (19) (16) (17) (18) (46) (19) (19) (19) (11) (12) (13) (13) (14) (43) (14) (11) (12) (13) (13) (14) (43) (14) (11) (13) (13) (14) (14) (44) (55) (11) (13) (13) (14) (14) (44) (55) (7) (9) (10) (10) (10) (10) (11) (7) (9) (10) (10) (10) (11) (11) (8) (9) (10) (10) (11) (11) (11) (8) (9) (10) (10) (11) (11) (11) (7) (10) (9) (8) (8) (8) (8) (7) (10) (9) (8) (8) (8) (8) (7) (11) (9) (8) (9) (9) (8) (7) (11) (9) (9) (9) (9) (9) (10) (12) (9) (14) (14) (14) (14) (10) (13) (9) (14) (14) (14) (14) (10) (13) (10) (14) (15) (15) (15) PAGE 3 * LENGTH = OVERALL LENGTH OF LINTEL (#) - INDICATES PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR
5 Type 8 inch lintel Allowable service Shears(pounds) 8U8 2' 10" (34") PRECAST ' 6" (42") PRECAST ' 0" (48") PRECAST ' 6" (54") PRECAST ' 4" (64") PRECAST ' 10" (70") PRECAST ' 6" (78") PRECAST ' 6" (90") PRECAST ' 4" (112") PRECAST ' 6" (126") PRECAST ' 4" (136") PRECAST ' 0" (144") PRECAST ' 4" (160") PRECAST ' 0" (168") PRECAST ' 8" (176") PRESTRESSED NR 15' 4" (184") PRESTRESSED NR 17' 4" (208") PRESTRESSED NR 19' 4" (232") PRESTRESSED NR 21' 4" (256") PRESTRESSED NR 22' 0" (264") PRESTRESSED NR 24' 0" (288") PRESTRESSED NR gravity 8F8-0B 8F12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B * LENGTH = OVERALL LENGTH OF LINTEL PAGE 4
6 8 inch lintel Allowable service Moments(ft-lb) uplift Type 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2' 10" (34") PRECAST 3' 6" (42") PRECAST 4' 0" (48") PRECAST 4' 6" (54") PRECAST 5' 4" (64") PRECAST 5' 10" (70") PRECAST 6' 6" (78") PRECAST 7' 6" (90") PRECAST 9' 4" (112") PRECAST 10' 6" (126") PRECAST 11' 4" (136") PRECAST 12' 0" (144") PRECAST 13' 4" (160") PRECAST 14' 0" (168") PRECAST 14' 8" (176") PRESTRESSED 15' 4" (184") PRESTRESSED 17' 4" (208") PRESTRESSED 19' 4" (232") PRESTRESSED 21' 4" (256") PRESTRESSED 22' 0" (264") PRESTRESSED 24' 0" (288") PRESTRESSED 4737 (31) 6238 (3) (17) (17) (17) (17) (17) 8670 (29) (9) (17) (17) 4765 (31) 6281 (3) (16) (16) (16) (16) (16) 8698 (29) (9) (17) (17) 4791 (31) 6319 (3) (16) (16) (16) (16) (16) 8724 (29) (9) (17) (17) 4820 (31) 6363 (3) (16) (16) (16) (16) (16) 8753 (29) (9) (16) (16) 4878 (30) 6449 (3) (16) (16) (16) (16) (16) 8811 (29) (9) (16) (16) 4917 (30) 6508 (3) (16) (16) (16) (16) (16) 8850 (29) (9) (16) (16) 4975 (30) 6596 (3) (16) (16) (16) (16) (16) 8908 (28) (9) (16) (16) 5075 (29) 6746 (3) (16) (16) (16) (16) (16) 9008 (28) (9) (16) (16) 8167 (16) 7079 (3) (15) (15) (15) (15) (15) (19) (9) (16) (16) 8334 (16) 7331 (3) (14) (15) (15) (15) (15) (19) (8) (16) (16) 8467 (15) 7529 (3) (14) (14) (14) (14) (14) (18) (8) (15) (15) 8580 (15) 7699 (3) (14) (14) (14) (14) (14) (18) (8) (15) (15) 8827 (15) 8069 (2) (13) (13) (14) (14) (14) (18) (8) (15) (15) 8960 (15) 8269 (2) (13) (13) (13) (13) (13) (18) (8) (15) (15) 7041 (12) 8479 (2) (13) (13) (13) (13) (13) 9166 (15) (8) (15) (15) 7188 (12) 8699 (2) (13) (13) (13) (13) (13) 9313 (15) (8) (14) (14) 7668 (11) 9419 (2) (12) (12) (12) (12) (12) 9793 (14) (7) (14) (14) 8208 (11) (2) (11) (11) (11) (11) (11) (13) (7) (13) (13) 8808 (10) (2) (10) (10) (10) (10) (11) (16) (7) (13) (13) 9021 (10) (2) (10) (10) (10) (10) (10) (16) (7) (13) (13) 9701 (9) (2) (9) (9) (9) (10) (10) (15) (6) (12) (12) PAGE 5 * LENGTH = OVERALL LENGTH OF LINTEL (#) - INDICATES PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR
7 2' 10" (34") PRECAST 3' 6" (42") PRECAST 4' 0" (48") PRECAST 4' 6" (54") PRECAST 5' 4" (64") PRECAST 5' 10" (70") PRECAST 6' 6" (78") PRECAST 7' 6" (90") PRECAST 9' 4" (112") PRECAST 10' 6" (126") PRECAST 11' 4" (136") PRECAST 12' 0" (144") PRECAST 13' 4" (160") PRECAST 14' 0" (168") PRECAST 14' 8" (176") PRESTRESSED 15' 4" (184") PRESTRESSED 17' 4" (208") PRESTRESSED 19' 4" (232") PRESTRESSED 21' 4" (256") PRESTRESSED 22' 0" (264") PRESTRESSED 24' 0" (288") PRESTRESSED 8 inch lintels Allowable service shears(pounds) uplift Type 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T * LENGTH = OVERALL LENGTH OF LINTEL PAGE 6
8 8 inch lintel Allowable service moments(ft-lb) Lateral Type 8U8 8F8 REINF. CMU** 2' 10" THRU 5' 10" ' 6" THRU 7' 6" ' 4" THRU 10' 6" ' 4" THRU 14' 0" ' 8" THRU 19' 4" NR ' 4" THRU 24' 0" NR * LENGTH = OVERALL LENGTH OF LINTEL ** SEE SAFE LOAD TABLES BROCHURE DATED JUNE 2003 FOR APPLICATION 8 inch lintel Allowable service Shear(pounds) Lateral Type 8U8 8F8 REINF. CMU** 2' 10" THRU 14' 0" ' 8" THRU 24' 0" NR * LENGTH = OVERALL LENGTH OF LINTEL ** SEE SAFE LOAD TABLES BROCHURE DATED JUNE 2003 FOR APPLICATION PAGE 7
9 Type 8 inch Recess lintels Allowable service moments(ft-lb) 8RU6 4' 4" (52") PRECAST ' 6" (54") PRECAST ' 8" (68") PRECAST ' 10" (70") PRECAST ' 8" (80") PRECAST ' 6" (90") PRECAST ' 8" (116") PRECAST 4159 gravity 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B 8RF26-0B 8RF30-0B 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B (12) (16) (17) (18) (46) (18) (19) (12) (16) (17) (18) (46) (18) (19) (12) (16) (17) (18) (46) (19) (19) (12) (16) (17) (18) (46) (19) (19) (6) (11) (12) (13) (13) (31) (55) (6) (11) (12) (13) (13) (31) (55) (7) (11) (12) (13) (12) (31) (55) * LENGTH = OVERALL LENGTH OF LINTEL (#) - INDICATES PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR Type 8 inch Recess lintels Allowable service Shears(pounds) 8RU6 4' 4" (52") PRECAST ' 6" (54") PRECAST ' 8" (68") PRECAST ' 10" (70") PRECAST ' 8" (80") PRECAST ' 6" (90") PRECAST ' 8" (116") PRECAST 1775 * LENGTH = OVERALL LENGTH OF LINTEL gravity 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B 8RF26-0B 8RF30-0B 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B PAGE 8
10 8 inch Recess lintels Allowable service Moments(ft-lb) uplift Type 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4' 4" (52") PRECAST 4' 6" (54") PRECAST 5' 8" (68") PRECAST 5' 10" (70") PRECAST 6' 8" (80") PRECAST 7' 6" (90") PRECAST 9' 8" (116") PRECAST 3025 (30) (13) (16) (16) (16) (16) 4120 (7) (4) (14) (17) 3032 (30) (13) (16) (16) (16) (16) 4127 (7) (4) (14) (17) 3089 (29) (13) (16) (16) (16) (16) 4184 (7) (4) (13) (16) 3098 (29) (13) (16) (16) (16) (16) 4193 (7) (4) (13) (16) 4790 (15) (13) (16) (16) (16) (16) 6272 (13) (4) (13) (16) 4849 (15) (12) (16) (16) (16) (16) 6331 (13) (4) (13) (16) 5038 (14) (12) (15) (15) (15) (15) 6520 (13) (3) (13) (16) * LENGTH = OVERALL LENGTH OF LINTEL (#) - INDICATES PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR 8 inch Recess lintels Allowable service Shears(pounds) 4' 4" (52") PRECAST 4' 6" (54") PRECAST 5' 8" (68") PRECAST 5' 10" (70") PRECAST 6' 8" (80") PRECAST 7' 6" (90") PRECAST 9' 8" (116") PRECAST * LENGTH = OVERALL LENGTH OF LINTEL uplift Type 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T PAGE 9
11 8 inch recess lintels Allowable service moments(ft-lb) Lateral Type 8RU6 8RF6 REINF. CMU** 4' 4" THRU 5' 10" ' 8" THRU 9' 10" * LENGTH = OVERALL LENGTH OF LINTEL ** SEE SAFE LOAD TABLES BROCHURE DATED JUNE 2003 FOR APPLICATION 8 inch recess lintels Allowable service Shear(pounds) Lateral Type 8RU6 8RF6 REINF. CMU** 4' 4" THRU 9' 8" * LENGTH = OVERALL LENGTH OF LINTEL ** SEE SAFE LOAD TABLES BROCHURE DATED JUNE 2003 FOR APPLICATION PAGE 10
12 example 42'-0" 21' 8" 28'-0" 18' 0" 17'-4" CAST-CRETE LINTEL 2'-0" 11'-8" 25'-0" 17'-0" GABLE END TRUSS 300 PLF (RECOMMENDED MINIMUM GABLE LOAD) 2-PLY GIRDER TRUSS 28.0'x17.0'x47PSF/4=5593 LB COMMON TRUSSES 47PSFx(17.0'/2+2.0') =494 PLF HIGH STRENGTH LINTELS BY CAST CRETE. FILL W/ MINIMUM 3000 PSI GROUT TO FORM A COMPOSITE BEAM. 15 5/8" A 17'-4" LINTEL BY CAST-CRETE 16'-0' CLEAR 7 5/8" 8F16-1B/1T Please Refer To Cast-Crete Safe Load Table Brochure Dated June 2003 For Additional Design Information. SECTION A PAGE 11
13 example 5593 lb 494 PLF 300 PLF R1 R ' 6.00' 16.67' R1=494PLF(10.67')(11.33')+5593LB(6.00')+300PLF(6.00')(3.00') ' R1=5920 LB R2=5920LB-[494PLF(10.67')+5593LB+300PLF(6.00')] R2=-6744 LB 6.0' 649 Ms(max) Here 1.5' SHEAR DIAGRAM MAXIMUM SHEAR AT D-AWAY FROM FACE OF SUPPORT - Vsd(max) Vsd(max)=4.50'(6744LB-4944LB)+4944LB 6.00' Vsd(max)=6294 LB MAXIMUM MOMENT - Ms(max) Ms(max)=0.5(10.67')( )+649(10.67') Ms(max)=35,046 LB-FT FROM ALLOWABLE MOMENT AND SHEAR TABLES V(allowable) = 6,878 LB M(allowable) = 40,524 FT-LB Vsd(max) < V(allowable) Ms(max) < M(allowable) OK OK PAGE 12
14 PAGE 13
15 Now Available Product Information CD P.O. BOX TAMPA, FL DISK INCLUDES: Interactive Drawing Library, Complete Product Literature, including Safe Load Tables & much more. product information COMPLEMENTARY INTERACTIVE CD-ROM CAD SECTIONS & DETAILS FULL PRODUCT LITERATURE To Request Your Free Copy Visit Us At PAGE 14
16 products are distributed by the most progressive concrete products companies. Visit us at for the distributor nearest you Post Office Box Tampa, FL (813) Fax (813) Cast-Crete
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