Axial tension force exerted as a result of a temperature change or shrinkage can cause the collapse of RC structural members. Design code provisions and analytical models such as Modified Compression Field Theory (MCFT) yield reasonable estimates of shear strength of RC beams subjected to axial tension. Nevertheless. their semi-empirical nature is not necessarily appropriate for shear... https://www.countryscenesaddleryandpetsuppliers.shop/product-category/mule-tape-halters/