snrdg121408
Mongoose
Morning PDT all,
I am trying to determine if
(1) A command module/bridge is the same thing as a conventional bridge?
(2) A command bridge's cost is calculated based on the same size command module bridge or the cost of the installed command module/bridge?
(3) HG 2e has change the rules on the relationship of the command bridge and a command module/bridge?
Background
In HG 1e, p. 65, a command module/(conventional?) bridge's tonnage takes up 0.5% of the ship's total tonnage at a cost of MCr0.1 and a command bridge, p. 45, requires 80 tons per section costing 50% more than a conventional bridge of the same size.
Using the HG 1e Capital Ship Design Example pp. 69-72 a 75,000 ton hull has four sections. Per the rule on p. 65 the hull's command module/bridge is 75,000 x (0.5% x 4) = 75,000 x 2% = 75,000 x 0.02 = 1,500 tons with a cost of 1,500 x MCr0.1 = MCr150.
The installed command bridge per the rule on p. 45 requires 80 tons per section which is 80 x 4 = 320 tons. The cost, if I understand the cost portion of the rule is 50% of the cost of the same size conventional bridge (command module/bridge?). The example appears to calculate the command bridge's cost using the 1,500 ton command module's/bridge's (Conventional bridge's?), which is 4.6875 times bigger than the 320 ton command bridge, cost of MCr150 instead of a conventional bridge (command module/bridge?) of the same size.
A 320 ton conventional bridge (command module/bridge?) would cost 320 tons x MCr0.1 = MCr32. The cost of a 320 ton command bridge is 50% more than a 320 ton conventional bridge (command module/bridge?) of MCr32 + (MCr32 x 0.5) = MCr32 + MCr16 = MCr48.
I am hoping that I did understand HG 1e command module/bridge (conventional bridge?) and command bridge rules correctly and that HG 2e has be written clearly enough that I will not being asking a similar question in the future?
I am trying to determine if
(1) A command module/bridge is the same thing as a conventional bridge?
(2) A command bridge's cost is calculated based on the same size command module bridge or the cost of the installed command module/bridge?
(3) HG 2e has change the rules on the relationship of the command bridge and a command module/bridge?
Background
In HG 1e, p. 65, a command module/(conventional?) bridge's tonnage takes up 0.5% of the ship's total tonnage at a cost of MCr0.1 and a command bridge, p. 45, requires 80 tons per section costing 50% more than a conventional bridge of the same size.
Using the HG 1e Capital Ship Design Example pp. 69-72 a 75,000 ton hull has four sections. Per the rule on p. 65 the hull's command module/bridge is 75,000 x (0.5% x 4) = 75,000 x 2% = 75,000 x 0.02 = 1,500 tons with a cost of 1,500 x MCr0.1 = MCr150.
The installed command bridge per the rule on p. 45 requires 80 tons per section which is 80 x 4 = 320 tons. The cost, if I understand the cost portion of the rule is 50% of the cost of the same size conventional bridge (command module/bridge?). The example appears to calculate the command bridge's cost using the 1,500 ton command module's/bridge's (Conventional bridge's?), which is 4.6875 times bigger than the 320 ton command bridge, cost of MCr150 instead of a conventional bridge (command module/bridge?) of the same size.
A 320 ton conventional bridge (command module/bridge?) would cost 320 tons x MCr0.1 = MCr32. The cost of a 320 ton command bridge is 50% more than a 320 ton conventional bridge (command module/bridge?) of MCr32 + (MCr32 x 0.5) = MCr32 + MCr16 = MCr48.
I am hoping that I did understand HG 1e command module/bridge (conventional bridge?) and command bridge rules correctly and that HG 2e has be written clearly enough that I will not being asking a similar question in the future?