Camber has full corporate power and authority to execute and deliver this Agreement and to consummate the transactions contemplated hereby. The execution and delivery of this Agreement and the consummation of the Merger have been duly and validly approved by the Board of Directors of Camber. The Board of Directors of Camber has determined that the Merger, on the terms and conditions set forth in this Agreement, is advisable and in the best interests of Camber and its stockholders, has adopted and approved this Agreement and the transactions contemplated hereby (including the Merger), and has directed that the Share Issuance (as defined below) and the Charter Amendment be submitted to Camber’s stockholders for approval at a meeting of such stockholders and has adopted a resolution to the foregoing effect. Except for (i) the approval of the issuance of shares of Camber Common Stock pursuant to this Agreement (the “Share Issuance”) by the holders of a majority of the outstanding shares of stock entitled to vote on the Share Issuance present in person or by proxy at a meeting of Camber stockholders duly called and held for such purpose (the “Requisite Camber Vote”), (ii) the receipt of the approval of the Camber stockholders of the Increase In Authorized Shares, (iii) corporate proceedings required to give effect to the matters and agreements contemplated by Section 6.12, and (iv) the approval of this Agreement by the sole stockholder of Merger Sub contemplated by Section 6.20, no other corporate proceedings on the part of Camber or Merger Sub are necessary to approve this Agreement or to consummate the transactions contemplated hereby. This Agreement has been duly and validly executed and delivered by Camber (assuming due authorization, execution and delivery by Viking) and constitutes a valid and binding obligation of Camber, enforceable against each of Camber in accordance with its terms (except in all cases as such enforceability may be limited by bankruptcy, insolvency, moratorium, reorganization or similar Laws of general applicability affecting the rights of creditors generally and the availability of equitable remedies (the “Enforceability Exceptions”)). The shares of Camber Common Stock to be issued in the Merger have been validly authorized (subject to the receipt of the Requisite Camber Vote), and when issued, will be validly issued, fully paid and nonassessable, and no current or past stockholder of Camber will have any preemptive right or similar rights ...
Camber. 0.050" maximum in 30", 0.250" maximum in 10 ft.
Camber. 0.015" maximum in 30", 0.250" maximum in 10 ft. e) Flatness: 1/8" maximum height for cycles up to 18" long. f) Edge Wave: Any cycle less than 5" is unacceptable. g) Crossbow: A rise exceeding 0.125" is unacceptable.
Camber. Camber girders before heat curving. Obtain camber for rolled beams using approved heat- cambering or cold cambering methods. For plate girders, cut the web to the prescribed camber with suitable allowance for shrinkage due to cutting, welding, and heat- curving. However, if permitted, correct moderate deviations from specified camber by a carefully supervised application of heat. Correct deviations from the specified camber according to Publication 135.
Camber. A vertical curvature induced or fabricated into beams or girders and a deck slab or slab span formwork; a vertical curvature set in the grade line of a pipe culvert to accommodate differential settlement. Change Order. As defined in Article 9 of the General Conditions. Channel. A watercourse or drainage way. Commissioner. The Chief Executive Officer of the Virginia Department of Transportation, whose title is Commissioner of Highways or as otherwise designated by the Code of Virginia.
Camber. A vertical curvature induced or fabricated into beams or girders and a deck slab or slab span formwork; a vertical curvature set in the grade line of a pipe culvert to accommodate differential settlement. Change Order (See Work Order). Channel. A watercourse or drainage way. Commissioner. Commonwealth Transportation Commissioner.
Camber. 2% of total span length. Bridge to accommodate abutment elevations noted on the drawings. All decking shall be secured to the bridge members along the centerline of the bridge with two screws per board.
Camber. It is generally desirable to give forms an upward camber to ensure that the beams do not have a sag when they have taken up their deflection, but this should not be done unless allowed for in the design calculation of the beams.
Camber. Deflection: Calculation of the Bridge’s dead and live load deflection is required. Live load deflection of the primary members should be limited to the span-to-deflection ratio of L/600 unless otherwise specified. Dead load deflection shall be accommodated by forming camber into the unloaded geometry of the members. Profile grade curvature shall also be taken into account when determining the fabricated (or induced) camber of the members. No camber adjustment is required for spans of less than 50 ft., except that they be fabricated with their natural mill camber as “up”. Sag, an inherent characteristic of pin-connected structures that contributes to a structure’s total deflection, is due to pin and pin-hole clearance. Sag is undesirable and prohibited. Bidders with panel bridge types that sag shall be considered unresponsive and their bids will be disqualified.
Camber. Lineal and a majority in interest of the Preferred Stock holders shall deliver to each other a signed copy of the Release Approval.
