Crane Problem

The NCDOT is construction a replacement bridge across an operating set of train tracks. The bridge will utilize $(4)$ Four Steel Girders to span the crossing. Due to the overall span distance, a temporary bent will be construction adjacent to End Bent $111$ to allow for the $2^{24}$ section of the girder to be spliced and connected which will require $(2)$ Two different Crane lift evaluations.

As shown on the attached plans, the Crane must be set up adjacent to End Bent W$2$ due to the residential area on the End Bent Il$1.$ Side of the Bridge and to limit traffic obstructions within the existing roadway $($The Bridge will be closed during replacement$).$

The rigging assembly will utilise a Load Beam that provides a $(2)$ Two Cable connection to the Hook Ring and a $(4)$ Four Strap arrangement from the Load beam to the load.

Using the provided information contained on the Plans and Table, determine the following:

Total Weight for each Girder Lift $($includes all Lifting accessories$)$

Required Boom Length and Angle to complete the Individual lift.

Boom Length and Angle Provided $($You will need to select the Boom Length for the Maximum as you will only set up the Crane once$)$

Maximum Capacity for each lift.

$\%$of Maximum Capacity for each lift.

Lift Type for each lift.

Weight per lifting strap $($From Load Beam to Load$)$

Weight per Load Beam Cable $($Hook Connector to Load Beam$)$