MEZZANAINE BEAMS AND JOISTS BOLTS SHEAR AND BEARINGCHECKCHECK FOR MB 11 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 15 KN/SQM3 WALL LOAD 20.4 KN/M4 BAY SPACING 6.3 M5 EFFECTIE WIDT! OF "OIST 1.5 M6 WEB T!ICKNESS OF COL 6 MM7 TOTAL LOAD 1#.75 KN/SQM# $DL PER MET R$N 2#.125 KN/M9 TOTAL LOAD INL WALL 48.525 KN/M10 TOTAL S!EAR 152.#54 KN11 BOT! SIDES 305.70# KN12 NO BOLTS 5 ROWS 2 PER EAC! ROW13 NET S!EAR 30.570# KN!ENCE PROIDE BO 10 NOS 20 DIA14 20 S!EAR CAPACITY 32.5 KN15 TOTAL S!EAR CAPACITY 325 KN % 305.70# KNSAFE16 C!ECK FOR BEARING 31.05 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 310.5 KN % 305.70#SAFECHECK FOR MB 21 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 15 KN/SQM3 WALL LOAD 20.4 KN/M4 BAY SPACING 3.635 M5 EFFECTIE WIDT! OF "OIST 1.5 M6 WEB T!ICKNESS OF COL 5 MM7 TOTAL LOAD 1#.75 KN/SQM# $DL PER MET R$N 2#.125 KN/M9 TOTAL LOAD INL WALL 48.525 KN/M10 TOTAL S!EAR ##.1&42 KN11 BOT! SIDES 176.3## KN12 NO BOLTS 4 ROWS 2 PER EAC! ROW13 NET S!EAR 22.04#5 KN!ENCE PROIDE BO # NOS 2014 20 S!EAR CAPACITY 32.5 KN15 TOTAL S!EAR CAP 260 KN % 176.3## KNSAFE16 C!ECK FOR BEARING 25.#75 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 207 KN % 176.3##SAFECHECK FOR MB 3 &MB1 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 10 KN/SQM3 WALL LOAD 20.4 KN/M4 BAY SPACING 6.3 M5 EFFECTIE WIDT! OF "OIST 1.5 M6 WEB T!ICKNESS OF COL 6 MM7 TOTAL LOAD 13.75 KN/SQM# $DL PER MET R$N 20.625 KN/M9 TOTAL LOAD INL WALL 41.!25 KN/M10 TOTAL S!EAR 12&.22& KN11 BOT! SIDES 25#.45# KN12 NO BOLTS 5 ROWS 2 PER EAC! ROW13 NET S!EAR 25.#45# KN!ENCE PROIDE BO 10 NOS 20 DIA14 20 S!EAR CAPACITY 32.5 KN15 TOTAL S!EAR CAP 325 KN % 25#.45# KNSAFE16 C!ECK FOR BEARING 31.05 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 310.5 KN % 25#.45#SAFECHECK FOR MB 41 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 10 KN/SQM3 WALL LOAD 20.4 KN/M4 BAY SPACING 3.635 M5 EFFECTIE WIDT! OF "OIST 1.5 M6 WEB T!ICKNESS OF COL 5 MM7 TOTAL LOAD 13.75 KN/SQM# $DL PER MET R$N 20.625 KN/M9 TOTAL LOAD INL WALL 41.!25 KN/M10 TOTAL S!EAR 74.562& KN11 BOT! SIDES 14&.126 KN12 NO BOLTS 4 ROWS 2 PER EAC! ROW13 NET S!EAR 1#.6407 KN!ENCE PROIDE BO # NOS 2014 20 S!EAR CAPACITY 32.5 KN15 TOTAL S!EAR CAP 260 KN % 14&.126 KNSAFE16 C!ECK FOR BEARING 25.#75 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 207 KN % 14&.126SAFECHECK FOR MB 51 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 5 KN/SQM3 WALL LOAD 16.2 KN/M4 BAY SPACING 5.2 M5 EFFECTIE WIDT! OF "OIST 1.5 M6 WEB T!ICKNESS OF COL 5 MM7 TOTAL LOAD #.75 KN/SQM# $DL PER MET R$N 13.125 KN/M9 TOTAL LOAD INL WALL 29.325 KN/M10 TOTAL S!EAR 76.245 KN11 BOT! SIDES 152.4& KN12 NO BOLTS 4 ROWS 2 PER EAC! ROW13 NET S!EAR 1&.0613 KN!ENCE PROIDE BO # NOS 2014 20 S!EAR CAPACITY 32.5 KN15 TOTAL S!EAR CAP 260 KN % 152.4& KNSAFE16 C!ECK FOR BEARING 25.#75 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 207 KN % 152.4&SAFECHECK FOR MB "1 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 10 KN/SQM3 WALL LOAD 16.2 KN/M4 BAY SPACING 2.# M5 EFFECTIE WIDT! OF "OIST 1.5 M6 WEB T!ICKNESS OF COL 4 MM7 TOTAL LOAD 13.75 KN/SQM# $DL PER MET R$N 20.625 KN/M9 TOTAL LOAD INL WALL 3".825 KN/M10 TOTAL S!EAR 51.555 KN11 BOT! SIDES 103.11 KN12 NO BOLTS 3 ROWS 2 PER EAC! ROW13 NET S!EAR 17.1#5 KN!ENCE PROIDE BO 6 NOS 2014 20 S!EAR CAPACITY 32.5 KN15 TOTAL S!EAR CAP 1&5 KN % 103.11 KNSAFE16 C!ECK FOR BEARING 20.7 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 124.2 KN % 103.11SAFECHECK FOR JO11 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 15 KN/SQM3 BAY SPACING 6.3 M4 EFFECTIE WIDT! OF "OIST 1.5 M5 WEB T!ICKNESS OF COL 6 MM6 TOTAL LOAD 1#.75 KN/SQM7 $DL PER MET R$N 2#.125 KN/M8 TOTAL LOAD INL WALL 28.125 KN/M& TOTAL S!EAR ##.5&3# KN10 ON ONE SIDE OF CLIP ##.5&3# KN11 NO BOLTS 4 ROWS 1 PER EAC! ROW12 NET S!EAR 22.14#4 KN!ENCE PROIDE BO 4 NOS 20 DIA13 20 S!EAR CAPACITY 32.5 KN14 TOTAL S!EAR CAP 130 KN % ##.5&3# KNSAFE16 C!ECK FOR BEARING 31.05 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 124.2 KN % ##.5&3#SAFECHECK FOR JO21 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 15 KN/SQM3 BAY SPACING 3.635 M4 EFFECTIE WIDT! OF "OIST 1.5 M5 WEB T!ICKNESS OF COL 5 MM6 TOTAL LOAD 1#.75 KN/SQM7 $DL PER MET R$N 2#.125 KN/M8 TOTAL LOAD INL WALL 28.125 KN/M& TOTAL S!EAR 51.1172 KN10 ON ONE SIDE OF CLIP 51.1172 KN11 NO BOLTS 3 ROWS 1 PER EAC! ROW12 NET S!EAR 17.03&1 KN!ENCE PROIDE BO 3 NOS 20 DIA13 20 S!EAR CAPACITY 32.5 KN14 TOTAL S!EAR CAP &7.5 KN % 51.1172 KNSAFE16 C!ECK FOR BEARING 25.#75 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 77.625 KN % 51.1172SAFECHECK FOR JO31 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 10 KN/SQM3 BAY SPACING 6.3 M4 EFFECTIE WIDT! OF "OIST 1.5 M5 WEB T!ICKNESS OF COL 6 MM6 TOTAL LOAD 13.75 KN/SQM7 $DL PER MET R$N 20.625 KN/M8 TOTAL LOAD INL WALL 2!."25 KN/M& TOTAL S!EAR 64.&6## KN10 ON ONE SIDE OF CLIP 64.&6## KN11 NO BOLTS 3 ROWS 1 PER EAC! ROW12 NET S!EAR 21.6563 KN!ENCE PROIDE BO 3 NOS 20 DIA13 20 S!EAR CAPACITY 32.5 KN14 TOTAL S!EAR CAP &7.5 KN % 64.&6## KNSAFE16 C!ECK FOR BEARING 31.05 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING &3.15 KN % 64.&6##SAFECHECK FOR JO41 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 10 KN/SQM3 BAY SPACING 3.635 M4 EFFECTIE WIDT! OF "OIST 1.5 M5 WEB T!ICKNESS OF COL 4 MM6 TOTAL LOAD 13.75 KN/SQM7 $DL PER MET R$N 20.625 KN/M8 TOTAL LOAD INL WALL 2!."25 KN/M& TOTAL S!EAR 37.4#5& KN10 ON ONE SIDE OF CLIP 37.4#5& KN11 NO BOLTS 3 ROWS 1 PER EAC! ROW12 NET S!EAR 12.4&53 KN!ENCE PROIDE BO 3 NOS 20 DIA13 20 S!EAR CAPACITY 32.5 KN14 TOTAL S!EAR CAP &7.5 KN % 37.4#5& KNSAFE16 C!ECK FOR BEARING 20.7 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 62.1 KN % 37.4#5&SAFECHECK FOR JO51 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 5 KN/SQM3 BAY SPACING 5.2 M4 EFFECTIE WIDT! OF "OIST 1.5 M5 WEB T!ICKNESS OF COL 5 MM6 TOTAL LOAD #.75 KN/SQM7 $DL PER MET R$N 13.125 KN/M8 TOTAL LOAD13.125 KN/M& TOTAL S!EAR 34.125 KN10 ON ONE SIDE OF CLIP 34.125 KN11 NO BOLTS 3 ROWS 1 PER EAC! ROW12 NET S!EAR 11.375 KN!ENCE PROIDE BO 3 NOS 20 DIA13 20 S!EAR CAPACITY 32.5 KN14 TOTAL S!EAR CAP &7.5 KN % 34.125 KNSAFE16 C!ECK FOR BEARING 25.#75 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 77.625 KN % 34.125SAFECHECK FOR JO"1 FLOOR D.L LOAD 3.75 KN/SQM2 FLOOR L.L LOAD 10 KN/SQM3 BAY SPACING 2.# M4 EFFECTIE WIDT! OF "OIST 1.5 M5 WEB T!ICKNESS OF COL 4 MM6 TOTAL LOAD 13.75 KN/SQM7 $DL PER MET R$N 20.625 KN/M8 TOTAL LOAD2!."25 KN/M& TOTAL S!EAR 2#.#75 KN10 ON ONE SIDE OF CLIP 2#.#75 KN11 NO BOLTS 3 ROWS 1 PER EAC! ROW12 NET S!EAR &.625 KN!ENCE PROIDE BO 3 NOS 20 DIA13 20 S!EAR CAPACITY 32.5 KN14 TOTAL S!EAR CAP &7.5 KN % 2#.#75 KNSAFE16 C!ECK FOR BEARING 20.7 KN FOR SINGLE S!EARTOTAL CAP FOR BEARING 62.1 KN % 2#.#75SAFE