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MAST CONSTRUCTION GROUP

HARRISBURG-USA

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Corporate Name:
MAST CONSTRUCTION GROUP
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Company Address: PO Box 126337,HARRISBURG,PA,USA 
ZIP Code:
Postal Code:
17112-6337 
Telephone Number: 7176528449 (+1-717-652-8449) 
Fax Number: 7176522230 (+1-717-652-2230) 
Website:
 
Email:
 
USA SIC Code(Standard Industrial Classification Code):
154213 
USA SIC Description:
Building Contractors 
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Company News:
  • repairing cracked mast with welding | SailNet Community
    The mast is a proctor, which is 47' and only 6"x4" and has a good deal of flex Even with running backs secured, there is flex to some degree through the entire mast, and especially above the running backs while sailing hard to weather The mast is ~ 1 8" thick, and the plate is a good 1 16 thicker than the mast walls
  • Spar vs. mast. Whats the difference? | SailNet Community
    The mast of a sailing vessel is a tall spar, or arrangement of spars, erected more or less vertically on the centre-line of a ship or boat Its purposes include carrying sail, spars, and derricks, and giving necessary height to a navigation light, look-out position, signal yard, control position, radio aerial or signal lamp
  • What is a Deck-stepped mast and keel-stepped mast
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  • Whats the easy way to raise a mast? | SailNet Community
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  • Mast Winch Install Rigging - SailNet Community
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  • Folding Masts | SailNet Community
    I grew up in The Netherlands where many sailboats have folding masts that pivot at the boom, called a "tabernacle", which allows them to pass under bridges that don't open Has anyone had experience with such a rig in the US? I sail on KY Lake which is limited by bridges with 50' clearance, and
  • What type of Cement around C C Mast Step? - SailNet Community
    In that regard, unreinforced portland cement is quite brittle and would likely to crack pretty quickly on the fault lines from the mast step fastenings Once cracked, the plinth is likely to buckle and allow the mast to drop, potentially causing damage to the mast or worse yet lose the rig, or damage the mast partners
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    Mast sections as cantilevers and deck partners are not strong enough to resist the high bending loads anf thrust from a large mast pushing forward as it is being lowered Eliminating the portion of the mast cantilevered above the deck keeps the mast base and king post largely in shear and axial loading, and reduces the thrust resisted by the deck
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    Just joining here I have just acquired a 1978 Johnson M-16 scow and need help rigging it I understand all the lines, my main issue is getting the mast up




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