Abstract: Structural system and method are disclosed for constructing reticulated frame structures. Nodal joints having large diameter connectors are used to connect framing members to the structure nodes. The large diameter allows the connectors to directly support or bear the framing members. As such, compressive forces on the framing member may be transferred directly through the connector to the nodal joint through bearing action. A collar is threaded to the framing member at one end, and engages the connector at the other end. Cover panels may be disposed on the reticulated frame structure. Support members secure the cover panels to the framing members. Each support member is attached to a corresponding framing member and to the nodal joints in a manner to help resist bending loads and prevent axial rotation of the framing member.

Abstract: A reticulated dome structure (20) has an inner structural network (24) and an outer structural network (26). Each network has structural members (34, 38) connected at junctions (36, 40) to form various shapes of dome structures including: vault, vault with rounded ends, triangular, stadium, intersecting vault, and spherical. The junctions have two plates (54, 56) with the structural members fastened (68) therebetween to form moment bearing junctions. Tubular braces (32) are connected according to a desired plan between outer network junctions and inner network junctions to establish a desired substantially parallel spacing between the networks and to transfer loads locally between the networks. The network members subdivide outer and inner surfaces into polygonal areas which are of a uniform kind in the outer network. The outer network openings can be closed by closure panels (29, 170) which laterally stabilize the outer network members to which they are connected and structurally enhance that network.