Table 3.2 (pg 64) will be used to solve the following problems. Show Formula. Include All working and steps. 1. Determine the maximum allowable overall gross weight of the WB-40 Design Vehicle. 2. Determine the maximum allowable overall gross weight of the WB-109D Design Vehicle. 3. Determine the maximum allowable overall gross weight of the WB-67 DesignVehicle. (3.2). W-500 IN N1 +12N30 +30] where W = overall gross weight (calculated to the nearest 500 lb) L- the extreme spacing of any group of two or more consecutive aches (1) N = number of axen in the group under consideration The regulations also stipulate that a gross load of 34,000 lb may be carried by two consecutive sets of tandem axles it the overall distance between the first and last axles of the consecutive sets is 36 ft or more.Equation 3.2 is used to determine whether a loaded truck satisfies the federal regulations for diferent axle configurations. Three conditions should be satisfied for a loaded truck to comply with the Bridge Formula, Gross weight should not exceed 80,000 lb (ID) Total weight on any single axle should not exceed 20,000 lb. (11) Total weight on any set of tandem axles should not exceed 34,000 lb. Articulated Bus A-BUS 11.0 8.5 60 8.5 10 22.0 194 13.2" - Trucks Intermediate Semitraler W8-40 13.5 80 45.5 3 4.5 12.5 255 Intermediate Semirater WB-50 13.5 8.5 55 3 45 146 35.4 375 Interstate Semitrailer WB-62" 13.5 8.5 69.0 4 19.5 41,0 41.0 Interstate Semitrailer WB-67 13.5 8.5 73.5 459 19.5 455 455 "Double-Bottom- Semitra Trailer WB-670 13.5 8.5 723 23 3 11.0 23.0 3.0" 7.0 225 230 TeleSestra Trailer W8-100T 135 8.5 1048 23 3 11.0 22,5 3.00 7.0 22.5 13.5 85 114 23 122 Turpe Double Semitraileler WE TODO 400 4.50 10.0" Table 3.2 (pg 64) will be used to solve the following problems. Show Formula. Include All working and steps. 1. Determine the maximum allowable overall gross weight of the WB-40 Design Vehicle. 2. Determine the maximum allowable overall gross weight of the WB-109D Design Vehicle. 3. Determine the maximum allowable overall gross weight of the WB-67 DesignVehicle. (3.2). W-500 IN N1 +12N30 +30] where W = overall gross weight (calculated to the nearest 500 lb) L- the extreme spacing of any group of two or more consecutive aches (1) N = number of axen in the group under consideration The regulations also stipulate that a gross load of 34,000 lb may be carried by two consecutive sets of tandem axles it the overall distance between the first and last axles of the consecutive sets is 36 ft or more.Equation 3.2 is used to determine whether a loaded truck satisfies the federal regulations for diferent axle configurations. Three conditions should be satisfied for a loaded truck to comply with the Bridge Formula, Gross weight should not exceed 80,000 lb (ID) Total weight on any single axle should not exceed 20,000 lb. (11) Total weight on any set of tandem axles should not exceed 34,000 lb. Articulated Bus A-BUS 11.0 8.5 60 8.5 10 22.0 194 13.2" - Trucks Intermediate Semitraler W8-40 13.5 80 45.5 3 4.5 12.5 255 Intermediate Semirater WB-50 13.5 8.5 55 3 45 146 35.4 375 Interstate Semitrailer WB-62" 13.5 8.5 69.0 4 19.5 41,0 41.0 Interstate Semitrailer WB-67 13.5 8.5 73.5 459 19.5 455 455 "Double-Bottom- Semitra Trailer WB-670 13.5 8.5 723 23 3 11.0 23.0 3.0" 7.0 225 230 TeleSestra Trailer W8-100T 135 8.5 1048 23 3 11.0 22,5 3.00 7.0 22.5 13.5 85 114 23 122 Turpe Double Semitraileler WE TODO 400 4.50 10.0